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Home My WebLink About20101015 Ver 1_Site Plan_20110211Strickland, Bev From: Jason Browning (via Thru) [JBrowning@littleonline.com] Sent: Friday, February 11, 2011 1:18 PM To: Strickland, Bev Subject: Siemens RTAP pdfs Thru. Secure Message Thru Tracking: T478-018-99124-82955 www.thruinc.com Access Secured Files Here -Expires Saturday 2/26/2011 4:59 AM (UTC) From: JBrowning(a~littleonline.com To: bev.strickland(c~ncdenr.gov Cc: ccook2(c~littleonline.com Reply To All Beverly, We only have PDF versions of the plans sheets that have the City of Charlotte approval stamps. We have not been successful in converting these plans to TIF files. Thanks, Charles J. Cook, PE, PLS, LEED AP BD+C Consulting Specialties ~ Land Development Little 5815 /Westpark Drive ~ Charlotte, NC 28217 D:704.561.7417 ~ F:704.561.8700 http://www.littleonline.com/ If this email has been converted to text format and the link does not work, please copy and paste the following URL into your browser address field: https://little.thruinc.net/ExDn.aspx?id=018H9H5ODF9 Thru. Certified Online Delivery www.thruinc.com This email contains information that may be confidential or privileged and may constitute inside information. The contents of this email are intended only for the recipient(s) listed above. If you are not the intended recipient, you are directed not to read, disclose, distribute or otherwise use this transmission. If you have received this email in error, please notify the sender immediately and delete the transmission. Delivery of this message is not intended to waive any applicable privileges. SITE SUMMARY: 1 Leaend I Construction Phases which Overlac Disturbed Area Final Grading Rough Grading Timbering 32.11 Acres 30.16 Acres 21.44 Acres (there is no total because these phases overlap) Areas of Construction Disturbed Area Final Grading Rough Grading Timbering Timbering & Rough Grading Timbering & Final Grading Total Site Disturbed Area 26.46 Acres 14.67 Acres .50 Acres 15.43 Acres 5.28 Acres 62.34 Acres Mimi /00 00do do LZ LZ C z O J Li O U z Q Q U T O E = O � C� Q M ON O T z O � V) U > d ♦♦ C� ♦ O E � LLJ ♦♦�♦♦♦ice♦ � ♦��►♦ .... 1� C y N U C O ' L i r U f-_ O SIMMONS o0M ggor .S 7, C)p N �• /� IrN -4s.l H ►G♦♦�♦��♦j♦j♦♦♦♦♦♦♦♦♦♦moi.-��`\\�. �� . LZ LZ C z O J Li O U z Q Q U T O E = O � C� Q M ON O T z O � V) U > d ♦♦ C� ♦ O E � LLJ ♦♦�♦♦♦ice♦ � ♦��►♦ .... 1� C y N U C O ' L Q r U f-_ O SIMMONS o0M ggor .S 7, C)p N c "W NONNI >b��v H ►G♦♦�♦��♦j♦j♦♦♦♦♦♦♦♦♦♦moi.-��`\\�. �� j♦�♦�♦♦♦��♦♦♦♦ ♦♦♦�® �� ♦ a LZ LZ C z O J Li O U z Q Q U T O E = O � C� Q M O T z O � V) U > d Z C� O E CD LLJ L U 1� C y N U C O ' L Q r U f-_ O ��ya o0M r Lo I .S 7, C)p N c "W >b��v H m a Y�� a f o�ai O p L rt, cm -c E cl C'1x L) - X 7a3 CU O� J H LL J m c N LLQ � � m _ m1Z7o�m 0 a u Z t 11 n v s o 'o m f0 « w C LU d ° •a a vYo .v dY�a� it U J3 J v O cy yY °E m LU Z W Y t C O Z _ W E c a CO U N o iO3 O U)cq U o U) C7 zLU Z E a�°�� D U p 0�aLv N .- d d o m Y UyU A a � N;v zg �y �v0�o w �obNy 0o�`Tm O O `O p) w tZ7 m v t C` O 33XE~ 04 R K n N J N ~ � �4 E O LLJ Q �' m 0 S 4 v c 3 a 5v 3x�v LZ LZ C z O J Li O U z Q Q U U) E = O � C� Q M O T z O � V) c/-) LLJ C� O E CD LLJ L U 1� z:E O ' L Q r U f-_ O X o0M r Lo I .S 7, C)p N c "W -ie C09 S ^ N O m a Y�� a f o�ai O p L rt, cm -c E cl C'1x L) - X 7a3 CU O� J H LL J m LZ LZ JOB NUMBER SHEET NUMBER 01-7410-0 RG -106.1 N L_ b O .y d O O U '=O O d d G) O N C a C .n' LG m C .i - O m l0 E m CD UI N `f N C r L m T U mU v U� 2a c �+ LU N N L C O) � C C m V a� at m `oLL Z 0 C7 o a d � o N �C m 3 .W� U � tFl n d a m CD C.0 rn> Wn m� Q L O L O. Z T C U 3 CL N CO UI n O T N C d 0O C � C N U j OO Z '° C z J Li O z Q Q U W = z � M O � z V) c/-) LLJ CD LLJ O 1� z:E W Q Q V) U JOB NUMBER SHEET NUMBER 01-7410-0 RG -106.1 N L_ b O .y d O O U '=O O d d G) O N C a C .n' LG m C .i - O m l0 E m CD UI N `f N C r L m T U mU v U� 2a c �+ LU N N L C O) � C C m V a� at m `oLL Z 0 C7 o a d � o N �C m 3 .W� U � tFl n d a m CD C.0 rn> Wn m� Q L O L O. Z T C U 3 CL N CO UI n O T N C d 0O C � C N U j OO Z '° M;f M mp m m; 6 w i ..... .... ..... . .. CHARLOTTE, NORTH CAROLINA G III PROJECT TEAM DRAWING LIST PROJECT INFORMATION _ _ SITE INFORMATION BUFFER REQUIREMENTS FRONT NONE- STREET ONESTREET 'TREE CALCULATIONS SIDE RIGHT NONE SIDE LEFT NONE NOTE: REAR NONE THIS PROJECT AFFECTS NO STREET TREES. �.� .. L$l' r. ';' ts�, E:Lci ! ��;/:. C? ,,� a , X. -4i ,r`,^=Z^- .s'/ , . ., � r ," :`r J,' `, `,✓'l t�4 _ � •,:� �A..= . r�: �°`�'� �� ` <t l r�'��. r..' ,� : .�r�h�Y/.`%�y ', /�_ �? x. s�"� :`.�lE� ��f '. .rit r��.��,4�` �l,�'.}ta� �\�,�4 0��:-a<;��:��.\ �.,-.l.�it`;-. �,. �, I. : i1�' �� 1 �� ir'`:;r..,. �r ...,o,y� DENUDED AREA SUMMARY DENUDED AREA SUMMARY TIMBER P�iCK,�4GE ROUGH GRADING & TIMBER �, ..� MQ. ,.ft, tl�s.� \ -il1:`° r vE ��.,,v�l� .,)\yt :�.Il . .✓v L ,� ) r�-s 17' I .';. _ ce p a >f � @ � � � ",,, �� s ri '; �J1, 1 1✓ ;., . s �r-. f � r' f ; � �, "." -F '� , i � �y ; •\ � 1 �� JJ�,/ t ,;n. ^." TJ }� .✓ .�-" s.b;s �, __,,, - ,✓� A,t ti _..�r�,.. t �` _� �� . _�,� a9;LOCATION AREA(ACRES) LOCATION AREA(ACRES ) TIMBER AREA 3A 9.9 BUILDING PAD AREA 28.4 �5I , - •-P-_..r..,...._ ,,, ,;::,� ti . ..- - ! ��._.';� L I a`�/ tBORROW AREA 1 � �1 �i� - •, `_� �� , w' �1 C TIMBER AREA 3B 3,8 9.3 i' 4..:. � ,�. i. _u ��' { ��",d� i �.;...-"�;� fV ': f ✓� `� �... A.�� C ^y°u`N—G;p s�'' � ! HAUL ROAD TIMBER AREA 3 STAGING 0.7 1.2 9.3 TOTAL 38.9 _�-•- Yt �:� '��,�-�� '';,��, �-�-�,--` �,`-��-i�r11r�, Jr�/ �°r` TIMBER AREA 1 �}� � � ^��_ :` �+ ) ~'t; -�" .t •.. ��: -�� N � � Y � 3�'. it ',; , / i%r is �- _ BORROW AREA 1 %ff�.'� �_ HAUL ROAD 1.2 i - l� TOTAL 24.9 A �'s.�o DENUDED AREA SUMMARY .1' - \.✓,'� x'716} �/ - —? �� .�%�'�,r fr. ��'.. s.. i � �6.7p .r"., ��ys I / r .� ,, a �v, 3 1 �y : ROUGH GRADING PA CKAi GE ONLY ` _ LOCATION AREA (ACRES) 41 BUILDING PAD AREA 14.0 ^; /q.(•� aRO .'} ..-^' �}"I" ��-_t ,) ��,1, \� �r/'�'3 L��lY '` � � �� 1 ,'�' C.w»i-.�. � '� ,M �;� TOTAL 14.0 Pj'' / SOURCE: USDA, MECKLENBURG COUNTY, NORTH CAROLINA LOCATION PLAN SCALE: NONE ZONE X �rarrrh ' GRID NORTH (FUTURE) /" SCALE 11' 600'(1 :6,DOD) �) d C2i0 S00 ?so i,f10A ..'�o ZONEo tz ` ..... \ r PANEL 4501K ,ZONE X o ALLEOHANY RR I. ASHE SORRY STOKES ROCLCINGHAM CASWELL PERSON ER1F0 1 r R GF1iE5 �JCNCE F LANt1'Usf.C(i`Jt7 7 N D I o U ANNUM. ,.,..'. .: A .. 11 VANCE WARREN Ri!{AiAPTON CHANCE FLCJ6i3,.015CH p�P3'A3NEII IN CllLVERT/C:Ft117GE _ PARK CNAKI.D lav r AR HALIFAX ' CityafCiTxriuttc FLOOD INSURANCE HATE M WATAUGA WILXC$ GRANVIEiE 370t59 k NORTH CAROLINA YADigN AVERY F•ORSYTH ZONE AE v GUILFORD ALAMANCE ORANGE OUR FRANKLIN Bme CALDWELL NA5 ZONE AE om rnxrvaca www @xmrmF¢.Ra�vavFL H ZONE X PANa L MADISON ALEXANDER pXCOMBE 4541 YANCfiY DAME �y WASHINGTON eoN� BURKE couuvlTr alq„ p at,FF4r, IREDEl.L DAVIDSON WAKE DARE CITV CF �101a9 45O4 K !� WILSON ¢ C) �VoNcoatw:.cou�r 37o0M os R CATAW&l ROMAN RANDOLPH CHAiHAiA ' BUNCOMBE HAYWOOD PRT g `\ `gyp O� S'WN JOHNSTON GREENE HYDE C o GRAM RUTHERFORD HARNETi N£AE. JACKSON L?NDERSON POLK GA5iON CAI3ARRi1S STMILY ONTGOMERY WAYNE MOORE �1 CHEROKEE MACON VAD iENOIR AE CRAVEN CRAVEN CLAY P B nalrx to user, ne teen Ntlmpnr x�c.x+ pefr<, shwa w tlua CUMBERLAND ..F n P'aaN n•up wCoti 91v Cnmm Ity Numberin[un alk`ve saua oe uai c I Air e aHs awns rw Ina c gc Mew ANSON RICHMOND HOKE JONES comm nnv. SAMPSON DUPLIN S MAP REVISED MAP NUMBER scnrLAND E APs`` MARCH 2, 2009 3710450100K aNSLaw �► zDN� LIE �zc x STORM SITE SITE $ ROBIc�.aDN SLADEN �7 T/w .,x .e.: YyhYp v_..,• a Eft 3RpyyN AD ZONE X State of North Carolina PE:MDER redetal Emergency Management Agenco' l SEAL CI'� _ , � Tlaa la an tAcrni o[Cq IX o Pc+Cm b ih aAmv re,5ynopp5lxa mo0. k JJ wM �rrecxeru0m9 F�nA Orvr: "k aP ^c. reAett c�anten mr:dnpnie wncM1 m 1 Caw Coon do I[aooav[%Io t�O dM®m tM1p \� � e o ask. Fd n*,a lem.t 5rotluc v nasar:ms one inwrvrco COLUMBUS �, 10149 � �rmr�ma�ks�� aFI�M.nsro,aalm ,w a STATE MAP PLANBRUNsvrlcK I��, � G� N�� ,•'� SCALE: NONE COUNTY MAP PLAN FEMA FLOOD MAP SCALE: NONE SCALE: NONE NOT FOR CONSTRUCTION THIS DRAWING SHALL BE CONSIDERED PRELIMINARY - NOT FOR CONSTRUCTION UNLESS PROPERLY SIGNED AND SEALED. LGRE13 FSIZE. Architectural El. 30 x 42 in. OWNER SIEMENS REALESTATE, INC. 186 WOOD AVENUE SOUTH ISELIN, NJ 48830 678-867-7448 SITE WORK ENGINEER CH2MHILL 1500 INTERNATIONAL DRIVE SPARTANBURG, SC 29303 864-578-2000 WETLANDS CONSULTANT ENVIRONMENTAL PERMITTING CONSULTANTS, INC. 125 W. STONE AVENUE GREENVILLE, SC 29609 864-271-3040 SURVEYOR LAVENDER SMITH &ASSOCIATES INC 2904 EAST MAIN STREET EXTENSION, SPARTANBURG, SC 29307 864-579-0067 SURVEYOR IMC, INC. 8037 CORPORATE CENTER DRIVE SUITE 300 CHARLOTTE, NC 28226 704-540-0087 OWNER'S AGENT CORPORATE FACILITY SERVICES 7416-A CHAPEL HILL ROAD RALEIGH, NC 27607 919-467-5051 RG -001 RG -002 RG -003 RG -104 RG -105 RG -106 RGA 07 RG -208 RG -209 RG -210 RG -511 RG -512 RG -513 RG -514 RG -515 RG -716 RG -717 COVER SHEET AND VICINITY MAP CIVIL LEGEND, ABBREVIATIONS, AND GENERAL NOTES REGULATORY NOTES EXISTING CONDITIONS PLAN - SHEET 1 EXISTING CONDITIONS PLAN - SHEET 2 OVERALL SITE PLAN SITE DEMOLITION PLAN - SHEET 1 INITIAL PHASE GRADING, DRAINAGE, AND EROSION AND SEDIMENTATION CONTROL PLAN SITE GRADING, DRAINAGE, AND EROSION AND SEDIMENTATION CONTROL PLAN - SHEET 1 SITE GRADING, DRAINAGE, AND EROSION AND SEDIMENTATION CONTROL PLAN - SHEET 2 EROSION AND SEDIMENT DETAILS, SHEET 1 EROSION AND SEDIMENT DETAILS, SHEET 2 EROSION AND SEDIMENT DETAILS, SHEET 3 EROSION AND SEDIMENT DETAILS, SHEET 4 STORM DRAINAGE PROFILES STORM DRAIN CALCULATION SUMMARY SEDIMENT BASIN DRAINAGE AREA PLAN IMPERVIOUS AREA SUMMARY - TO BE ADDRESSED IN LATER PHASES ROUGH GRADING PROJECT AREA 30.4 ACRES PRE -DEVELOPED IMPERVIOUS AREA NA PROJECT PROPOSED POST -DEVELOPED IMPERVIOUS AREA NA FUTURE POST -DEVELOPED IMPERVIOUS AREA NA TOTAL POST -DEVELOPED IMPERVIOUS AREA NA LANDSCAPE AREA NA BUILT UPON AREA (BUA) CALCULATION TOTAL PROPERTY AREA 292.58 ACRES EXISTING IMPERVIOUS AREA 48.74 ACRES PROJECT PROPOSED IMPERVIOUS AREA 0.00 ACRES 100.00% 100.x0% 16.66% 0.00% PROJECT NAME SIEMENS GAS TURBINE MANUFACTURING FACILITY OWNER SIEMENS TELEPHONE (919)-467-5051 ZONING 12 JURISDICTION CITY OF CHARLOTTE F PROPOSED USE MANUFACTURING LOT SIZE 292.58 ACRES PARCEL ID# 19953101 BOOK/PAGE 9880-604 YARD REQUIREMENTS SETBACK FRONT SETBACK BLVD) 20 FEET FROM RIW SIDE YARD (R) 0 OR 5 FEET SIDE YARD (L) 0 OR 5 FEET REAR10 (SHOPTON ROAD WEST) FEET BUFFER REQUIREMENTS FRONT NONE- STREET ONESTREET 'TREE CALCULATIONS SIDE RIGHT NONE SIDE LEFT NONE NOTE: REAR NONE THIS PROJECT AFFECTS NO STREET TREES. �.� .. L$l' r. ';' ts�, E:Lci ! ��;/:. C? ,,� a , X. -4i ,r`,^=Z^- .s'/ , . ., � r ," :`r J,' `, `,✓'l t�4 _ � •,:� �A..= . r�: �°`�'� �� ` <t l r�'��. r..' ,� : .�r�h�Y/.`%�y ', /�_ �? x. s�"� :`.�lE� ��f '. .rit r��.��,4�` �l,�'.}ta� �\�,�4 0��:-a<;��:��.\ �.,-.l.�it`;-. �,. �, I. : i1�' �� 1 �� ir'`:;r..,. �r ...,o,y� DENUDED AREA SUMMARY DENUDED AREA SUMMARY TIMBER P�iCK,�4GE ROUGH GRADING & TIMBER �, ..� MQ. ,.ft, tl�s.� \ -il1:`° r vE ��.,,v�l� .,)\yt :�.Il . .✓v L ,� ) r�-s 17' I .';. _ ce p a >f � @ � � � ",,, �� s ri '; �J1, 1 1✓ ;., . s �r-. f � r' f ; � �, "." -F '� , i � �y ; •\ � 1 �� JJ�,/ t ,;n. ^." TJ }� .✓ .�-" s.b;s �, __,,, - ,✓� A,t ti _..�r�,.. t �` _� �� . _�,� a9;LOCATION AREA(ACRES) LOCATION AREA(ACRES ) TIMBER AREA 3A 9.9 BUILDING PAD AREA 28.4 �5I , - •-P-_..r..,...._ ,,, ,;::,� ti . ..- - ! ��._.';� L I a`�/ tBORROW AREA 1 � �1 �i� - •, `_� �� , w' �1 C TIMBER AREA 3B 3,8 9.3 i' 4..:. � ,�. i. _u ��' { ��",d� i �.;...-"�;� fV ': f ✓� `� �... A.�� C ^y°u`N—G;p s�'' � ! HAUL ROAD TIMBER AREA 3 STAGING 0.7 1.2 9.3 TOTAL 38.9 _�-•- Yt �:� '��,�-�� '';,��, �-�-�,--` �,`-��-i�r11r�, Jr�/ �°r` TIMBER AREA 1 �}� � � ^��_ :` �+ ) ~'t; -�" .t •.. ��: -�� N � � Y � 3�'. it ',; , / i%r is �- _ BORROW AREA 1 %ff�.'� �_ HAUL ROAD 1.2 i - l� TOTAL 24.9 A �'s.�o DENUDED AREA SUMMARY .1' - \.✓,'� x'716} �/ - —? �� .�%�'�,r fr. ��'.. s.. i � �6.7p .r"., ��ys I / r .� ,, a �v, 3 1 �y : ROUGH GRADING PA CKAi GE ONLY ` _ LOCATION AREA (ACRES) 41 BUILDING PAD AREA 14.0 ^; /q.(•� aRO .'} ..-^' �}"I" ��-_t ,) ��,1, \� �r/'�'3 L��lY '` � � �� 1 ,'�' C.w»i-.�. � '� ,M �;� TOTAL 14.0 Pj'' / SOURCE: USDA, MECKLENBURG COUNTY, NORTH CAROLINA LOCATION PLAN SCALE: NONE ZONE X �rarrrh ' GRID NORTH (FUTURE) /" SCALE 11' 600'(1 :6,DOD) �) d C2i0 S00 ?so i,f10A ..'�o ZONEo tz ` ..... \ r PANEL 4501K ,ZONE X o ALLEOHANY RR I. ASHE SORRY STOKES ROCLCINGHAM CASWELL PERSON ER1F0 1 r R GF1iE5 �JCNCE F LANt1'Usf.C(i`Jt7 7 N D I o U ANNUM. ,.,..'. .: A .. 11 VANCE WARREN Ri!{AiAPTON CHANCE FLCJ6i3,.015CH p�P3'A3NEII IN CllLVERT/C:Ft117GE _ PARK CNAKI.D lav r AR HALIFAX ' CityafCiTxriuttc FLOOD INSURANCE HATE M WATAUGA WILXC$ GRANVIEiE 370t59 k NORTH CAROLINA YADigN AVERY F•ORSYTH ZONE AE v GUILFORD ALAMANCE ORANGE OUR FRANKLIN Bme CALDWELL NA5 ZONE AE om rnxrvaca www @xmrmF¢.Ra�vavFL H ZONE X PANa L MADISON ALEXANDER pXCOMBE 4541 YANCfiY DAME �y WASHINGTON eoN� BURKE couuvlTr alq„ p at,FF4r, IREDEl.L DAVIDSON WAKE DARE CITV CF �101a9 45O4 K !� WILSON ¢ C) �VoNcoatw:.cou�r 37o0M os R CATAW&l ROMAN RANDOLPH CHAiHAiA ' BUNCOMBE HAYWOOD PRT g `\ `gyp O� S'WN JOHNSTON GREENE HYDE C o GRAM RUTHERFORD HARNETi N£AE. JACKSON L?NDERSON POLK GA5iON CAI3ARRi1S STMILY ONTGOMERY WAYNE MOORE �1 CHEROKEE MACON VAD iENOIR AE CRAVEN CRAVEN CLAY P B nalrx to user, ne teen Ntlmpnr x�c.x+ pefr<, shwa w tlua CUMBERLAND ..F n P'aaN n•up wCoti 91v Cnmm Ity Numberin[un alk`ve saua oe uai c I Air e aHs awns rw Ina c gc Mew ANSON RICHMOND HOKE JONES comm nnv. SAMPSON DUPLIN S MAP REVISED MAP NUMBER scnrLAND E APs`` MARCH 2, 2009 3710450100K aNSLaw �► zDN� LIE �zc x STORM SITE SITE $ ROBIc�.aDN SLADEN �7 T/w .,x .e.: YyhYp v_..,• a Eft 3RpyyN AD ZONE X State of North Carolina PE:MDER redetal Emergency Management Agenco' l SEAL CI'� _ , � Tlaa la an tAcrni o[Cq IX o Pc+Cm b ih aAmv re,5ynopp5lxa mo0. k JJ wM �rrecxeru0m9 F�nA Orvr: "k aP ^c. reAett c�anten mr:dnpnie wncM1 m 1 Caw Coon do I[aooav[%Io t�O dM®m tM1p \� � e o ask. Fd n*,a lem.t 5rotluc v nasar:ms one inwrvrco COLUMBUS �, 10149 � �rmr�ma�ks�� aFI�M.nsro,aalm ,w a STATE MAP PLANBRUNsvrlcK I��, � G� N�� ,•'� SCALE: NONE COUNTY MAP PLAN FEMA FLOOD MAP SCALE: NONE SCALE: NONE NOT FOR CONSTRUCTION THIS DRAWING SHALL BE CONSIDERED PRELIMINARY - NOT FOR CONSTRUCTION UNLESS PROPERLY SIGNED AND SEALED. LGRE13 FSIZE. Architectural El. 30 x 42 in. all al ml DI DI C 111111111U - A I L J It J ® / 0 C I V I L L E G E N D A B B R E V I A T 1 0 N S W E T L A N D S G E N E R A L N 0 T E S NOTE: ALL ABBREVIATIONS MAY NOT APPLY TO THIS PROJECT. NOTE: ALL SYMBOLS MAY NOT APPEAR ON THESE DRAWINGS PROPOSED 1. WETLAND AND WATERWAY DELINATION PERFORMED BY ENVIRONMENTAL PERMITTING 1, TOPOGRAPHIC INFORMATION SHOWN WAS TAKEN FROM A SURVEY PRODUCED BY LAVENDER SMITH & ASSOCIATES, INC, SPARTANBURG, E X I S T I N G L LENGTH CONSULTANTS, MR. CHRIS GROCE, OFFICE PHONE (864) 271-3040, MOBILE PHONE (828) SC DATED 6 JULY 2010 AND DRAWINGS PROVIDED BY OWNER. & AND ADDL ADDITIONAL LBS POUNDS 606-7392. 2. ALL DISTANCES SHOWN ON THIS MAP ARE HORIZONTAL GROUND DISTANCES. THE COMBINED GRID FACTOR FOR THIS PROJECT IS EXISTING BUILDING BUILDING ADDM ADDN ADDENDUM ADDITION LF LH LINEAR FEET LEFT HAND 2. SURVEY OF WETLANDS AND WATERWAY DELINATION PERFORMED BY LAVENDER SMITH & 0.99985005. ADJ ADJACENT LIN LINEAR ASSOCIATES, INC, SPARTANBURG, SC DATED 29 JULY 2010. AFF ABOVE FINISHED FLOOR LP LIGHT POLE 3. THE HORIZONTAL DATUM FOR THIS PROJECT IS NAD83(CORS96)(EPOCH2O02.00). THE VERTICAL DATUM IS NAVD88. EXISTING ASPHALT ASPHALT AEG ABOVE FINISHED GRADE LS LIFT STATION DELINEATION HAS BEEN SUBMITTED TO THE ARMY CORPS OF ENGINEERS. AGGR AGGREGATE 3, 4. BORINGS SHOWN WERE TAKEN FROM THE SOILS REPORT PREPARED BY S&ME, CHARLOTTE NC, DATED 02 AUGUST 2010. BORING AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION MAX MAXIMUM LOCATIONS AND ELEVATIONS SHOWN ARE APPROXIMATE. EXISTING CONCRETE CONCRETE : �. �:. : o. : o. ; ALT ALTERNATE MAS MASONRY ANC ANCHOR MATL MATERIAL 5. COORDINATES SHOWN ARE IN FEET AND ARE REFERENCED TO THE PLANT GRID SYSTEM. THE RELATIONSHIP BETWEEN THE PLANT GRID ANSI AMERICAN NATIONAL STANDARDS INSTITUTION MECH MECHANICAL SYSTEM AND THE STATE PLANE GRID SYSTEM IS SHOWN GRAPHICALLY ON THE DRAWINGS. ELEVATIONS SHOWN ARE REFERS NCED TO EXISTING GRAVEL GRAVEL APP'D APPROVED MEMB MEMBRANE THE NGVD OF 1988. APPROX APPROXIMATE MFR MANUFACTURER ARCH ARCHITECTURE, ARCHITECTURAL MH MIN MANHOLE MINIMUM R A I N F� A L L 6. VISIT THE SITE AND MAKE ALL NECESSARY INVESTIGATIONS TO DETERMINE THE EXTENT OF THE WORK NECESSARY TO CONSTRUCT THE CONTOUR 200 ASPH ASPHALT PROJECT. AV AVERAGE MISC MISCELLANEOUS AWS AMERICAN WELDING SOCIETY MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES 7• LOCATE, FLAG, AND PROTECT ALL PROPERTY CORNERS AND MONUMENTS ADJACENT TO THE CONSTRUCTION AREA. DO NOT DISTURB 199.45 SPOT GRADE �- (204.91 } AWWA AMERICAN WATER WORKS ASSOCIATION ANY TREES OR VEGETATION OUTSIDE THE PROPERTY OR OUTSIDE THE LIMITS OF GRADING. + N NORTH (COORDINATE) ■ B/B BD BACK TO BACK BOTTOM OF DITCH NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES 1. INSTALL AND MAINTAIN IN GOOD WORKING ORDER A RAIN GAUGE ON SITE. 8. QUALIFIED CONTRACTORS SHALL BE FAMILIAR WITH CITY OF CHARLOTTE AND STATE OF NORTH CAROLINA EROSION AND ® GRATE INLET BIT BITUMINOUS N/A NOT APPLICABLE SEDIMENTATION CONTROL REGULATIONS AND ORDINANCES. BL BUILDING LINE NE NORTHEAST 2. RECORD DAILY RAINFALL AMOUNTS AND MAKE RECORDS AVAILABLE FOR OPEN BLDG BUILDING NFPA NATIONAL FIRE PROTECTION ASSOCIATION INSPECTION. 9. WHERE THE WORD "HOLD" APPEARS ON THE DRAWINGS, INCLUDE THE WORK IN THE BID, BUT DO NOT PROCEED WITH PURCHASE OF SILT FENCE BLDGD BUILDING DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM MATERIAL OR CONSTRUCTION UNTIL THE "HOLD" IS REMOVED. BLVD BOULEVARD NIC NOT IN CONTRACT BM BENCHMARK NIP NEW IRON PIN 10. ALL EXCAVATIONS SHALL COMPLY WITH OSHA REGULATIONS, INCLUDING 29CFR PART 1926 SUBPART P. X X FENCE XX XX BOT BOTTOM NO NUMBER NOM NOMINAL 1 1 • STONE RIP RAP SHALL MEET THE REQUIREMENTS OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS C CHORD LENGTH NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM FOR HIGHWAY CONSTRUCTION, EXCEPT THAT BROKEN CONCRETE OR CONCRETE BLOCKS MAY NOT BE USED FOR RIP RAP. INSTALL CONSTRUCTION FENCE XXX XXX CB CATCH BASIN NTS NOT TO SCALE MIRAFI 500X (OR APPROVED EQUAL) UNDER ALL RIP RAP. C/C CENTER TO CENTER NW NORTHWEST ® SOIL BORING C&G CURB & GUTTER CURB INLET OC ON CENTER T R E E P R 0 T E C T 1 0 N 12. RIP RAP SHALL BE INSTALLED SUCH THAT INVERTS OR FINISHED GRADES SHOWN ON THE DRAWINGS ARE TOP OF RIP RAP. B-139 CI CIP CAST IRON PIPE OD OUTSIDE DIAMETER STORM DRAIN PIPE LENGTHS GIVEN ARE FROM CENTERLINE OF STRUCTURE OR END OF PIPE. CIRC CIRCLE, CIRCULAR OF OUTSIDE FACE 13. 0 POWER POLE CJ CONTROL JOINT OPNG OPENING CL CENTERLINE OPP OPPOSITE CONSTRUCTION ACCESS TO BE AT DESIGNATED LOCATION ONLY. CLR CLEAR ORIG ORIGINAL 14. 61CMP CONTROL MONUMENT CM CENTIMETER OSHA OCCUPATIONAL SAFETY & HEALTH ACT 1. TREE PROTECTION FENCING INSTALLED BY TIMBER REMOVAL CONTRACTOR IS 15. PROVIDE TEMPORARY CULVERTS TO MAINTAIN ACCESS TO WORKING AREAS. REMOVE TEMPORARY CULVERTS WHEN DIRECTED BY THE CORRUGATED METAL PIPE OVHD OVERHEAD EXISTING AT TIMBER REMOVAL LIMITS ALONG ANY STREAM BUFFER. MAINTAIN AND OWNER'S REPRESENTATIVE. CMU CONCRETE MASONRY UNIT PROTECT THIS FENCING. TREE LINE CO CLEAN OUT AGGREGATE BASE MATERIAL SHALL MEET THE REQUIREMENTS OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD COL COLUMN PAVT PAVEMENT 16. SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. CONC CONCRETE PC POINT OF CURVE CONT CONTINUE, CONTINUOUS, CONTINUATION PCC PORTLAND CEMENT CONCRETE ESD STORM DRAIN CONTR CONTRACTOR PD PROCESS DRAIN COORD COORDINATE PG PAGE CU CUBIC PI POINT OF INTERSECTION ESS SANITARY SEWER CULV CULVERT PIV POST INDICATOR VALVE CW CITY WATER PL PROPERTY LINE D E M 0 L I T 1 O N N 0 T E S PP UTILITY POLE ESSFM SANITARY SEWER FORCE MAIN Q DELTA ANGLE PROC PROCESS D DEGREE OF CURVATURE PS PROCESS SEWER DB DEED BOOK PSF POUNDS PER SQUARE FOOT EPW POTABLE WATER DEG DEGREE PSI POUNDS PER SQUARE INCH DEMO DEMOLISH, DEMOLITION PT POINT OF TANGENCY DET DETAIL PVC POINT OF VERTICAL CURVE 1. VISIT SITE AND DETERMINE EXTENT OF DEMOLITION REQUIRED. EFP FIRE PROTECTION DIA DIAMETER PVI PVT POINT OF VERTICAL INTERSECTION POINT OF VERTICAL TANGENCY 2. COORDINATE DEMOLITION WORK WITH WORK ALREADY UNDER CONTRACT AND SCHEDULE ACTIVITIES WITH OWNER. COORDINATE DIP DUCTILE IRON PIPE DIST DISTANCE PW POTABLE WATER DEMOLITION TO ACCOMMODATE OWNER'S OPERATIONS AND MAINTAIN SITE SECURITY/SAFETY. OVERHEAD ELECTRICAL DIV DN DIVISIONAL VALVE DOWN R RADIUS 3. DISPOSE OF UNSALVAGED DEMOLISHED MATERIALS OFF SITE IN A LEGAL MANNER. EOE DWG DRAWING RCP REINFORCED CONCRETE PIPE RD ROAD 4. STOCKPILE SALVAGED DEMOLISHED MATERIALS ON SITE AS DIRECTED BY OWNER. EUE UNDERGROUND ELECTRICAL E EAST, ELECTRIC LINE REF REFERENCE EA EACH REINF REINFORCED, REINFORCEMENT 5. LOCATE AND MARK ALL EXISTING UTILITY LINES TO BE ABANDONED AND OBTAIN WRITTEN OWNER APPROVAL PRIOR TO DEMOLITION. EF EACH FACE REQ'D REQUIRED ECWS COOLING WATER SUPPLY EIP EXISTING IRON PIPE REV REVISION REMOVE EXISTING STRUCTURES TO AT LEAST 3' BELOW BOTTOM OF PROPOSED PAVEMENT AND STRUCTURES. BACKFILL REMAINING EL, ELEV ELEVATION ROW RIGHT OF WAY 6. STRUCTURES OR EXCAVATIONS WITH COMPACTED SAND OR CRUSHED STONE. PLUG ABANDONED PIPE ENTRANCES INTO STRUCTURES ELEC ELECTRIC, ELECTRICAL RP RADIUS POINT WITH CONCRETE. ECWR COOLING WATER RETURN EOP EDGE OF PAVEMENT RR RAILROAD ETC ET CETERA RVS REVERSE PLUG OPEN ENDS OF ABANDONED GRAVITY UTILITY LINES WITH CONCRETE. USE SUITABLE PLUG WITH CONCRETE THRUST BLOCKING EW EACH WAY EIW INDUSTRIAL WASTE EXGR EXISTING GRADE S SOUTH 7. (NFPA 24) FOR PRESSURE PIPE. EXP EXPANSION SAN SANITARY EXT EXTENSION SB SOIL BORING DEMOLISH EXISTING UNDERGROUND UTILITIES INDICATED TO BE ABANDONED TO FACILITATE PROPOSED CONSTRUCTION. G NATURAL GAS FES FLARED END SECTION SCH SD SCHEDULE STORM DRAIN 8. DO NOT DISTURB EXISTING UTILITIES TO REMAIN IN SERVICE. DO NOT REMOVE EXISTING UTILITES TO BE DEMOLISHED UNTIL PROPOSED FDN FOUNDATION SE SOUTHEAST UTILITY CONSTRUCTION IS COMPLETED AND IN SERVICE. DEMOLISH OR ABANDON EXISTING UTILITIES AS INDICATED AFTER PROPOSED MANHOLE ® F/F FIFE FACE TO FACE FINISHED FLOOR ELEVATION SECT SH SECTION SHOULDER 9. UTILITY INSTALLATION IS TESTED AND ACCEPTED BY A/E. FIN FINISHED SHT SHEET SAW CUT EXISTING PAVEMENT AT LIMITS OF DEMOLITION OR REMOVE TO NEAREST JOINT IF CONCRETE. REPLACE PAVEMENT WHEN FLR FLOOR SLP SLOPE REMOVAL EXTENDS BEYOND LIMITS OF DEMOLITION. FLARED END SECTION FM FORCED MAIN, FACTORY MUTUAL SQ SQUARE 10 FOC FACE OF COLUMN SS SANITARY SEWER . REPAIR OR REPLACE DAMAGED ITEMS NOT DESIGNATED TO BE DEMOLISHED. RESTORE TO ORIGINAL CONDITION AS DIRECTED BY FW FIRE WATER SSTL ST STAINLESS STEEL STORM DRAIN OWNER AT NO ADDITIONAL COST, ® VALVE AND BOX FT FOOT 1 1 STA STATION . y.� G NATURAL GAS LINE STD STANDARD Y HYDRANT GALV GALVANIZED STL STEEL GI GRATE INLET SW SOUTHWEST, SIDEWALK GM GAS METER POST INDICATOR VALVE GR GV GRADE (SLOPE) GAS VALVE T T&B TANGENT DISTANCE (CURVE), TELEPHONE LINE TOP AND BOTTOM G R A I N G G E N E R A L N 0 T E S T/ EL TOP OF CASTING ELEVATION H HORIZONTAL THK THICK RIP RAP @mom HC HANDICAP TC TOP OF CURB ELEVATION HD HEAVY DUTY TP TOP OF PAVEMENT ELEVATION HEXAGONHEX P TYPICAL LIGHT POLE HAT HEIGHT TOPOF DITCH 1 . ALL PROPOSED FINISHED CONTOURS AND SPOT ELEVATIONS ARE FINISHED ELEVATIONS. THICKNESS OF PAVEMENTS, TOPSOIL, FLOOR HP HIGH POINT S BS, ETC, ARE TO BE SUBTRACTED FROM THESE FINISHED ELEVATIONS. H HIGHWAY UL UNDERWRITERS LABO TORIES PROPER LINE/RIGHT-OF-WAY HYD HYDRANT UE UNDERGROUND ELECTRIC 2. THE INTENT OF THESE GRADING DRAWINGS IS TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS, STRUCTURE PADS, ROADWAYS UNO UNLESS NOTED OTHERWISE AND PAVED AREAS. FIELD VERIFY DURING CONSTRUCTION STAKING THAT POSITIVE DRAINAGE SLOPES WILL BE MAINTAINED. MAKE ID INSIDE DIAMETER USGS UNITED STATES GEOLOGICAL SURVEY ATIONS IN GRADING TO PROVIDE POSITIVE DRAINAGE SLOPES. NOTIFY OWNER°S REPRESENTATIVE OF ANY SIGNIFICANT : �,..°•.,•' 46,•° IE INVERT ELEVATION UT UNDERGROUND TELEPHONE COCONUT MAT LINED CHANNEL :` 4 '° ` ` a.:.. IN INCHES DIS�REP®NCY INC INCORPORATE V VERTICAL PIPE 3. REMOVAL OF SEDIMENTATION CONTROL DEVICES INSTALLED AS PART OF THE GENERAL CONTRACT IS INCLUDED IN THIS SCOPE OF INCL INCLUDE VCP VITRIFIED CLAY INV INVERT VIF VERIFY IN FIELD WORK. JB JUNCTION BOX W WEST, WATERLINE 4. GRASSING OF ALL DISTURBED AREAS IS INCLUDED IN THE WORK. W/ WITH W/O WITHOUT 5. LIMITS OF EXCAVATION SHOWN ON THE DRAWINGS ARE MINIMUMS. ALL ROCK MUST BE REMOVED WITHIN THESE LIMITS. ALL LOOSE WS WATER SURFACE BLASTED ROCK MUST BE REMOVED FROM THE EXCAVATION, WT WEIGHT WV WATER VALVE 6. NO ADDITIONAL PAYMENT WILL BE MADE FOR BLASTING BEYOND THE LIMITS SHOWN ON THE DRAWINGS. WWF WELDED WIRE FABRIC 7. ROCK TO BE PLACED IN THE FILL UNDER PARKING LOT, RAILROAD, OR ROADS. PLACE NO ROCK IN BUILDING AREA. YD YARD 8. LARGE ROCKS DEPOSITED IN THE FILL SHALL BE PLACED SUCH THAT EARTH FILL CAN BE COMPLETELY PLACED AROUND THE ROCK SUCH THAT NO VOIDS EXIST IN THE FILL. 9. ALL PLACEMENT OF FILL WILL BE OBSERVED BY QUALIFIED SOILS TECHNICIANS WORKING UNDER THE DIRECT SUPERVISION OF THE GEOTECHNICAL ENGINEER. ANY OPERATIONS NOT PROVIDING HOMOGENEOUS COMPACTED FILL AREAS WILL BE MODIFIED IMMEDIATELY AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 0 24 -AUG -2010 PERMIT NO DATE REVISION MEH CDW BY CK. I APPR. NORTH CAROLINA DESIGNED BY ME HESTER CERTIFICATE OF LICENSURE CHECKED BY CD WALKER APPR. BY CH2M HILL, Inc. 1 500 International Drive CLIENT APPR. Spartanburg, SC 29303 NO. F-0699 G R 0 U N D W A T E R P R E C A U T I 0 N S PLANT GRID NC STATE PLANE GRID 1 37639° 1, IF A GROUNDWATER MONITORING WELL IS ENCOUNTERED WITHIN THE LIMITS OF CONSTRUCTION CONTACT MR. DAMON CROWTHER - NTS SAFETY AND ENVIRONMENTAL HSE SPECIALIST FOR SEI, OFFICE PHONE- (704) 551-5456, MOBILE PHONE- (704) 737-3028 PRIOR TO PERFORMING WORK AROUND THE WELL. 2. MONITORING WELLS WERE PREVIOUSLY INSTALLED ON-SITE AS PART OF A LEGALLY REQUIRED INVESTIGATION TO MONITOR CHLORINATED VOLATILE ORGANIC COMPOUNDS (CVOCS) IN GROUNDWATER. PRIOR TO DEWATERING EXCAVATIONS REQUIRED AS PART OF CONSTRUCTION EXCAVATIONS, CONTACT MR. DAMON CROWTHER - SAFETY AND ENVIRONMENTAL HSE SPECIALIST FOR SEI, OFFICE PHONE- (704) 551-5456, MOBILE PHONE- (704) 737-3028. UTI LITY LOCATION C1H MHILL Spartanburg, South Carolina PLANT GRID 1. SEVEN DAYS PRIOR TO EXCAVATION ON ANY PUBLIC RIGHT-OF-WAY, CALL THE NORTH CAROLINA CALL CENTER. DIAL 811 OR N 3000.00 1-800-632-4949 E 5000.00 STATE PLANE GRID N 512628.2817 E 1406627.4279 24 i NOT FOR CONSTRUCTION THESE DRAWINGS SHALL BE CONSIDERED PRELIMINARY - NOT FOR CONSTRUCTION UNLESS PROPERLY SIGNED ANL) SLALLD Inc un I RN mn SHEET TITLE CIVIL LEGEND, ABBREVIATIONS, AND GENERAL NOTES DWG. NO. RG -002 LGRE13 FSIZE. Architectural E1. 30 x 42 in. r —, , . , . , ... ,,, _ _ x STO R MVUATER CONSTRUCTI O N SEQUENCE NOTES GEN E R A L EROSION CONTROL NOTES N P D E S REQUI REM ENT S H 1. EQUIPMENT OPERATION AND MAINTNEANCE, EQUIPMENT UTILIZED DURING THE CONSTRUCTION ACTIVITY ON A SITE MUST 1, OBTAIN GRADING/EROSION CONTROL PLN APPROVAL FROM THE CITY ❑ CHARLOTTE ENGINEERING DEPARTMENT, 11 ALL "STD," NUMBERS REFER TO THE CHARLOTTE LAND) DEVELOPMENT STANDARDS MANUAL, BE OPERATED AND MAINTAINED IN SUCH A MANNER AS TO PREVENT THE POTENTIAL OR ACTUAL POLLUTION OF THE 2, SET UP AN ON—SITE PRE—CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF THE CITYSURFACE PITS REQUIRE AN TION LANDFILL PERMIT FROM THE OR GROUND WATERS OF THE STATE, FUELS, LUBRICANTS, COOLANTS, AND HYDRAULIC FLUIDS, ❑R ANY OTHER ENGINEERING DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES, FAILURE TO SCHEDULE SUCH CONFERENCE 48 2. ON—SITE BURIAL O—Si'EE L ZONING ADMINISTRATOR, PETROLEUM PRODUCTS, SHALL NOT BE DISCHARGED ONTO THE GROUND OR INTO SURFACE WATERS, SPENT FLUIDS HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 18 OF THE CITY CODE AND IS 3, ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION SHALL BE DISP❑SED OF IN A MANNER SO AS NOT TO ENTER THE WATERS, SURFACE OR GROUND, OF THE STATE AND IN ACCORDANCE WITH APPLICABLE STATE AND FEDERAL DISPOSAL REGULATIONS, ANY SPILLED FLUIDS SHALL BE SUBJECT T❑ FINE, CONTROL ORDINANCE AND IS SUBJECT TO A FINE, CLEANED UP TO THE EXTENT PRACTICABLE AND DISPOSED OF IN A MANNER SO AS NOT TO ALLOW THEIR ENTRY INTO 3, INSTALL GRAVEL CONSTRUCTION ENTRANCE AND SILT FENCES, 4, ALL AREAS WHICH HAVE BEEN FINE GRADED OR NOT WORKED ON FOR 5 CALENDAR DAYS ARE REQUIRED TO BE THE WATERS, SURFACE OR GROUND, OF THE STATE, 4. CLEAR AND GRUB ONLY AREAS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON DRAWING STABILIZED. 2. MATERIAL HANDLING= HERBICIDE, PESTICIDE, AND FERTILIZER USAGE DURING THE CONSTRUCTION ACTIVITY SHALL BE RG -208 AND INSTALL EROSION CONTROL DEVICES AS INDICATED ON DRAWING RG -208. 5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE CONSISTENT WITH THE FEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND SHALL BE IN ACCORDANCE WITH CITY ENGINEERING DEPARTMENT. LABEL RESTRICTIONS, 5, STABILIZED SEDIMENT CONTROL BASINS WITH GRASS AND EROSION MATTING. 6, SET UP APRE—GRADING MEETING WITH EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT, 6. SLOPES SHA..Ik� NO STEEPER THAN 3H TO 1V. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE 3. WASTE HANDLING+ ALL WASTES COMPOSED OF BUILDING MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH TERRACING// CLDSM #30.16 2 NORTH CAR❑LINA GENERAL STATUTES, CHAPTER 130A, ARTICLE 9 — SOLID WASTE MANAGEMENT, AND RULES GOVERNING 7. ONCE CITY OF CHARLOTTE INSPECTOR ISSUES THE GRADING PERMIT, THEN SITE WIDE GRADING ACTIVITIES MAY THE DISPOSAL OF SOLID WASTE (NORTH CAROLINA ADMINISTRATIVE CODE SECTION 15A NCAC 13B), BEGIN. 7, A GRADING PLAN MUST BE SUBMITTED FOR ANY GRADING THAT WAS NOT PREVIOUSLY APPROVED, 8, MONITORING OF EROSION AND SEDIMENTATION CONTROL MEASURES IS REQUIRED AT LEAST ONCE PER WEEK OR 4. LITTER AND SANITARY WASTES CONTROL THE MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE FROM THE S. CLEAR AND GRUB REMAINING AREAS, SITE, AFTER EVERY HALF INCH OF RAINFALL. SITES DISCHARGING TO 303(D) LISTED STREAMS ARE REQUIRED TO 9. INSTALL SOUTH DIVERSION DITCH AND STORM DRAIN PIPING RUN 'C'. MONITOR MEASURES TWICE PER WEEK, 5. CONCRETE HANDLING, CONCRETE MATERIALS ONSITE, INCLUDING EXCESS CONCRETE, MUST BE CONTROLLED AND 10, PERFORM SITE DEMOLITION. MANAGED TO AVOID CONTACT WITH SURFACE WATERS, WETLANDS OR BUFFERS, 11, PERFORM ROUGH GRADING. 6. KEEP A RECORD OF INSPECTIONS, VISIBLE SEDIMENTATION FOUND OUTSIDE OF THE DISTURBED LIMITS SHALL BE 12, THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND RECORDED AND A BRIEF EXPLANATION KEPT WITH THE RECORDS AS TO THE MEASURES TAKEN TO CONTROL FUTURE G RELEASES. ANY MEASURES TAKEN TO CLEAN UP THE SEDIMENT THAT HAS LEFT THE DISTURBED LIMITS SHALL ALSO BE STRUCTURES, RECORDED, THESE RECORDS SHALL BE MADE AVAILABLE UPON REQUEST, 13. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES. 7. COMPLY WITH FINAL LIMITATIONS AND CONTROLS SPECIFIED FOR STORMWATER DISCHARGES ONCE DISTURBANCE HAS BEGUN ON THE. SITE AND UNTIL COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND THE ESTABLISHMENT OF A 14a STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE, PERMANENT GROUND COVER, 15, COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES, 16, ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N, C, EROSION AND SEDIMENT ORD°CPLANNINGAGRICULTURE, CHARLOTTE EROSION CONTROL E R O S I O N A N D S E D I M E N T A T I O NN, S T 0 R M VII A T E R HE CHARL❑TTEMMECKLENBURG LAND DEVELOPMENT STANDARDS. 17. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER COMPLETE SITE STABALIZATION AND APPROVAL BY THE C 0 N T R 0 L N 0 T E S I N S P E C T 1 0 N R E Q U I R E M E N T S CITY OF CHARLOTTE. 1. PERFORM ALL EARTHWORK OPERATIONS IN SUCH A MANNER AS TO CONTROL EROSION AND 1. ALL EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE INSPECTED BY OR UNDER THE: DIRECTION OF THE PREVENT SEDIMENTATION FROM ENTERING STORM DRAINAGE SYSTEMS OR BEING TRACKED ONTO PERMITTEE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS CAT LEAST TWICE EVERY SEVEN DAYS FOR THOSE ROADWAYS. COMPLY SPECIFICALLY AND COMPLETELY WITH NCDENR AND CITY OF CHARLOTTE FACILITIES DISCHARGING TO WATERS OF THE STATE LISTED ON THE LATEST EPA APPROVED 3030) LIST FOR EROSION AND SEDIMENTATION ORDINANCES AND PERMIT ISSUED FOR THIS PROJECT. CONSTRUCTION RELATED INDICATORS OF IMPAIRMENT SUCH AS TURBIDITY OR SEDIMENTATION) AND WITHIN 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD, A RAIN GAUGE SHALL BE 2. INSTALL AND OBTAIN APPROVAL OF ALL EROSION AND SEDIMENTATION CONTROL DEVICES PRIOR MAINTAINED ON THE SITE AND A RECORD OF THE RAINFALL AMOUNTS AND DATES SHALL BE KEPT, TO COMMENCEMENT OF DEMOLITION AND GRADING OPERATIONS. 2, ONCE LAND DISTURBANCE HAS BEGUN ON SITE, STORMWATER RUNOFF DISCHARGES SHALL BE INSPECTED BY F 3, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AS THE FIRST STEP PRIOR OBSERVATION FOR STORMWATER DISCHARGE CHARACTERISTICS AS DEFINED BELOW AT THE FREQUENCY ABOVE TO TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. EVALUATE THE EFFECTIVENESS OF THE POLLUTION CONTROL FACILITIES OR PRACTICES. IF ANY VISIBLE SEDIMENTATION IS LEAVING THE DISTURBED LIMITS OF THE SITE, CORRECTIVE ACTION SHALL BE TAKEN IMMEDIATELY 4, ALL EROSION AND WATER QUALITY CONTROL STRUCTURES WILL BE INSPECTED FOR STABILITY TO CONTROL THE DISCHARGE OF SEDIMENTS OUTSIDE THE DISTURBED LIMITS, AND OPERATION FOLLOWING EVERY RUN—OFF PRODUCING RAINFALL DURING CONSTRUCTION OR WEEKLY AS A MINIMUM, MAKE REPAIRS TO CONTROL STRUCTURES IMMEDIATELY UPON DETECTION STORMWATER DISCHARGE MONITORING MONITORING OF DEFICIENCIES. CHARACTERISTICS TYPE LOCATION 5, CLEAN SEDIMENT FROM ROADWAYS AND SITE PAVEMENTS CAUSED BY CONSTRUCTION OPERATIONS OIL SHEEN SEE FOOTNOTE STORMWATER DISCHARGE OUTFALL AND MAINTAIN CLEAN PAVEMENT AREAS, FLOATING SOLIDS SEE FOOTNOTE STORMWATER DISCHARGE OUTFALL SUSPENDED SOLIDS SEE FOOTNOTE STORMWATER DISCHARGE OUTFALL 6, REMOVE SEDIMENT FROM SILT FENCES WHEN THE DEPTH REACHES APPROXIMATELY 12'. SILT FENCES AND DIVERSION DITCHES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A SILT DISCOLORATION SEE FOOTNOTE STORMWATER DISCHARGE OUTFALL BARRIER, FOOTNOTE, THE M❑NIT❑RING REQUIRES A QUALITATIVE OBSERVATION OF EACH STORMWATER OUTFALL, NO ANALYTICAL TESTING OR SAMPLING IS REQUIRED, 7. CLEAN SEDIMENT FROM STORM DRAIN SYSTEM AFTER GRASSING, 3, WHERE VISIBLE DEPOSITION OF SEDIMENT HAS OCCURED IN SURFACE WATERS OR WETLANDS, CONTACT NC DENR DWR 8. INSTALL ADDITIONAL MEASURES NECESSARY TO PREVENT SOIL EROSION AND TO CONTROL WITHIN 24 HOURS OF BECOMING AWARE OF THE DEPOSITION. SEDIMENTATION AS DETERMINED BY CITY OF CHARLOTTE. 9. GRASS ALL GRADED AREAS WITHIN 5 CALENDAR DAYS OF COMPLETION, NO DISTURBED AREA WILL BE LEFT BARE FOR MORE THAN 5 CALENDAR DAYS, 10. REMOVE ALL TEMPORARY SEDIMENTATION CONTROL DEVICES NOT DESIGNATED TO REMAIN FROM E SITE UPON COMPLETION OF GRADING AND FINAL ACCEPTANCE OF GRASSING, BUT NO LATER THAN 30 DAYS AFTER FINAL SITE STABILIZATION, 11, NOTIFY CITY OF CHARLOTTE ONE WEEK PRIOR TO THE PRE—CONSTRUCTION CONFERENCE, ONE S�` [" (1 C (� C D E D WEEK PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR L., L„_ TO THE FINAL INSPECTION, IF REQUIRED IN PERMIT ISSUED BY THE CITY OF CHARLOTTE. (CLDS ST D 30.17A) 12, PROVIDE ROCK CHECK DAMS IN DITCHES AS INDICATED, 13. NO PERSON MAY INITIATE A LAND—DISTURBING ACTIVITY BEFORE NOTIFYING THE CITY OF CHARLOTTE OF THE DATE THAT THE LAND—DISTURBING ACTIVITY WILL BEGIN. 14, THE CITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE. GENTLE SLOPES STEEP SLOPES 100 LBS/ACRE TALL FESCUE SEEDING 30 LBS/ACRE SERICEA LESPEDEZA MIXTURE 80 LBS/ACRE OF TALL FESUE (UNSCARIFIED AFTER AUGUST 15) 10 LBS/ACRE KOBE LESPEDEZA D FALL1AUGUST 25 -- OCTOBER FALL: AUGUST 25 — OCTOBER 15 R A I N F A L L LATE WINTERS FEBRUARY 15 — APRIL 15 LATE WINTER: FEBRUARY 15 — APRIL 15 SEEDING TO EXTEND SPRING SEEDING INTO JUNE, ADD TO EXTEND SPRING SEEDING INTO JUNE, ADD DATES 15 LBS/ACRE HULLED BERMUDAGRASS 15 LBS/ACRE HULLED BERMUDAGRASS OVERSEEDING OF KOBE LESPEDEZA OVER FALL—SEEDED OVERSEEDING OF KOBE LESPEDEZA OVER FALL—SEEDED 1, INSTALL AND MAINTAIN IN GOOD WORKING ORDER A RAIN GAUGE ON SITE, TALL FESCUE IS VERY EFFECTIVE, TALL FESCUE IS VERY EFFECTIVE, 2. RECORD DAILY RAINFALL AMOUNTS AND MAKE LOGS AVAILABLE FOR OPEN INSPECTION, SEEDING APPLY LIME AND FERTILIZER PER SOIL TESTS, OR 4000 APPLY LIME AND FERTILIZER PER SOIL TESTS, LIR 4000 AMENDMENTS LBS/ACRE LIMESTONE AND 1000 LBS/ACRE 10-10-10 LBS/ACRE LIMESTONE AND 1000 LBS/ACRE 10-10-10 FERTILIZER, FERTILIZER. NOTE 1 GROUND COVER-- PROTECTIVE COVER MUST BE ESTABLISHED ON ALL DISTURBED AREAS WITHIN 5 CALENDAR DAYS AFTER LAND DISTURBING ACTIVITY IS COMPLETED OR HAS TEMPORARILY CEASED, NOTE 2 C GRADED SLOPES AND FILLS-- PROTECTIVE COVER MUST BE ESTABLISHED ON ALL GRADED SLOPES AND FILLS WITHIN 5 CALENDAR DAYS AFTER A PHASE OF GRADING IS COMPLETED OR HAS TEMPORARILY CEASED, TEMPORARY SEEDING FOR WARM AND COOL SEASON EARLY SUMMER SEASON STEEP SLOPES SEEDING 40 LBS/ACRE OF GERMAN MILLET 120 LBS/ACRE RYE (GRAIN) MIXTURE 80 LBS/ACRE OF TALL FESUE 80 LBS/ACRE TALL FESUE MAY 1 — AUGUST 15 OCTOBER 25 — DECEMBER 30 8 SEEDING REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. BETWEEN DECEMBER 30 — FEBRUARY 15, DATES ADD 50 LBS/ACRE OF ANNUAL KOBE LESPEDEZA, ��uaattaaa APPLY 4000 LBS/ACRE STRAW OR EQUIVALENT APPLY 4000 LBS/ACRE STRAW OR EQUIVALENT CA HYDROSEEDING, HYDROSEEDING. Essf �9 � SEAL SEEDING APPLY LIME AND FERTILIZER PER SOIL TESTS, OR 2000 APPLY LIME AND FERTILIZER PER SOIL TESTS, OR 2000 I0149 AMENDMENTS LBS/ACRE LIMESTONE AND 750 LBS/ACRE 10-10-10 LBS/ACRE LIMESTONE AND 750 LBS/ACRE 10-10--10 FERTILIZER. FERTILIZER, [NOT FOR C❑NSTRUCTI❑N THESE DRAWINGS SHALL BE CONSIDERED PRELIMINARY — NOT FOR CONSTRUCTION UNLESS PROPERLY SIGNED AND SEALED A NORTH CAROLINA ' "cDar ME HESTER SHEET ME JOB NAME JOB NO, 408512 REV. Na. ccKn Br CD WALKER E CERTIFICATE OF LICENSURE � ��---- - _ _______ R EG U LATO RY NOTESSIEMENS 2 � � 2 17—SEP-2010 REVISED NOTES MEH CD i CH2M HILL, inc. �CH '" � MHILL RG-�003.DWG 1 07--SEP-2010 REVISED AS NOTED MEH CDW G'E"T APPR. SCAM M. NO. 1500 International Drive � Spartanburg, SC 29303 GAS TURBINE PLANT NONE RG -003 0 24--AUG-201© PERMIT MEH CDW ��----�__�__�_.��----_. Spartanburg, South Carolina Charlotte, North Carolina NO DATE rz nsroN cK. SPR. NO. NO. F-0699 r —, , . , . , ... ,,, _ _ x I% m 0 0 N C n 0 24—AUG-2010 PERMIT NO I DATE MEH I CD REVISION BY CK. APPR. NORTH CAROLINA DESIGNED BY ME HESTER CERTIFICATE OF LICENSURE CHECKED BY CD WALKER APPR. BY CH2M HILL, Inc. 1 500 International Drive CLIENT APPR. LSpartanburg, SC 29303 NO. F-0699 CH2MHILL Spartanburg, South Carolina SHEEP 71LE ROUGH GRADING EXISTING CONDITIONS PLAN SHEET 1 JOB NO. REV. NO. 408512 RLENAME 0 RG— 104.DWG SCALE DWG. NO. 1 9*=40/ RG- 10 4 t0.MY42h% I m F 10 101 .11 Q s � +see. ee9 \ses +see / C r — 95---\ GENERAL NOTES I \\ \ \ \ \\\\ \ \ \ \ +,� \�� / " \ / `/ / /// ' -®- / ✓ \ ' I -�/ j / ,--, 1. 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F-0699 KEY PLAN 1"=1000' 0 40 80 120 1 t SEAL L 10149 1 .,- NQT FOR CONSTRUCTI THIS DRAWING SHALL BE CONSIDERED PRELIMINARY - NOT FOR C❑NSTRUCTI❑N UNLESS PROPERLY SIUNED AN17 SEALEIJ, LGIWA2 FSM. ArehMacturat El. a0 x 42 In. ® 0 J ° H 0 ly ISI 0 C ff. A NORTH CAROLINA DESIGNED BY ME NESTER CERTIFICATE OF LICENSURE CHECKED BY CD WALKER APPR. BY CH2M HILL, Inc. 1 500 International Drive cuENT APPR LSpartanburg, SC 29303 NO. F-0699 SWEET TTfLE C:H MHILL Spartanburg, South Carolina OVERALL SITE PLAN 408512 FILENAME 0 RG— 106.DWG SCALE DWG. NO. 1 "=200' RG -106 LGRE12 FSEIT. #jv* t&eturnl 0. 20 x 42 h 0 24—AUG-2010 PERMIT MEH CDII NO DATE REVISION BY CK. APPR. NORTH CAROLINA DESIGNED BY ME NESTER CERTIFICATE OF LICENSURE CHECKED BY CD WALKER APPR. BY CH2M HILL, Inc. 1 500 International Drive cuENT APPR LSpartanburg, SC 29303 NO. F-0699 SWEET TTfLE C:H MHILL Spartanburg, South Carolina OVERALL SITE PLAN 408512 FILENAME 0 RG— 106.DWG SCALE DWG. 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BY � CH21V HILL, Inc. CUEW APM 1500 International ©rive Spartanburg, SC 29303 L — — — — — - I NO, F-0699 I � . JA 121101 Spartanburg, South Carolina SITE GRADING, DRAINAGE, AND EROSION AND SEDIMENTATION CONTROL PLAN — SHEET 1 os""I"Iffs � 1. CA vr—S, I SEAL 10149RI % IN V I I F lo CT_I[IN I FOR CONSTRUCTION UNLESS PROPERLY SIGNED AND SEALED, I IJOB NO. A f%12= 4 ^ I REV. M LGF4M FSM. Arefttectural el. 20 x 42 ;: . . .. . . . I I It N 0 A L 1+ A 0 SHEET 1 ►FEiF 1 07—SEP-2010 ADDED CONST ENTRANCE, ACCESS PT, AND MATTING MEH 0 ' _ _, 24—AUG-2010 PERMIT MEH CDW I NO DATE REVISION BY mi -mm 0 mi -mm Mom 0 mems Q ©" ©i �G 1 07—SEP-2010 ADDED CONST ENTRANCE, ACCESS PT, AND MATTING MEH I CD 0 24—AUG-2010 PERMIT MEH CDW I NO DATE REVISION BY CK. I APPR. NORTH CAROLINA DESIGNED BY ME NESTER CERTIFICATE OF LICENSURE CHECKED BY CD WALKER APPR. BY CH2M HILL, Inc. 1 500 International Drive CLIENT APPR. LSpertcnburg, SC 29303 NO. F-0699 H MHILL NOT • CONSTRUCTION GAS TURBINE PLANT Charlotte, North Carolina 1"=40' 1 RG -210 UOM FSM. ArdJtacturnt 0. 110 x 42 k I■ 1 lei I FI �I ml Al All cTt-i-i nnr_r WIRE FENCi GENERAL NOTES' 1. WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. 2.WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS. 3.STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE, 4.WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. 5.TURN SILT FENCE UP SLOPE AT ENDS. 6.WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS. 7.WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE) 8.ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS. 9.DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. 10. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 11. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER AREAS OF CONCENTRATED FLOW. HIGH HAZARD STD NO. 30.06B - 4 NTS RG -208, RG -209 11 ' • Ii. =11=1 �� MAINTENANCE NOTES: 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. 2.SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 3.SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. TEMPORARY SILT FENCE 'I INSTALLATION NOTES: 1. INSTALL MATTING, MIN. 7.5 FT. WIDE, SHOULD EXTEND 6" OVER THE LEVEL LIP AND BE BURIED 6" DEEP IN A VERTICAL DITCH ALONG THE: LOWER EDGE. 2. ENSURE THAT THE SPREADER LIP IS LEVEL THROUGHOUT ITS LENGTH. 3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT ON FILL). 4. DISPERSE RUNOFF FROM SPREADER ACROSS A PROPERLY STABILIZED SLOPE, MAKING S S OPE�S SUFFICIENTLY SMOOTH TO PR ENT RUNOFF FROM IN �TT, G. --1 -�--- �� 5. IMMEDIATELY AFTER CONSTRUCTION, APPROPRIATELY SEED AND MULCH THE ENTIRE DISTURBED AREA OF THE SPREADER EXCEPT FOR RIP RAP AREAS. 6 LEVEL SPREADER DETAIL LNTS RG -511 1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%. 2. SILT FENCE MAY BE REQUIRED BEHIND BERM TEMPORARY SILT DITCH STD NO. 30.05 \ L f NTS x 1 07 -SEP -2010 REVISED SLOPE DRAIN & LEVEL SPREADER DETAILS 0 24 -AUG -2010 PERMIT NO DATE REVISION MEH CDW MEH CDW BY CK. APPR. C 1.5' MIN. FLEXIBLE PIPE TIE DOWN 10' MAX. SPACING TIE DOWN AT EN 4' (MIN)* WA 1: 10IIir »0Tel2 111111501 916"]01:7c1_\f[11 STD NO. 30.04 NORTH CAROLINA DESIGNED BY ME NESTER CERTIFICATE OF LICENSURE CHECKED BY CD WALKER APPR. BY CH2M HILL, Inc. 1 500 International Drive WENT APPR. Spartanburg, SC 29303 NO. F-0699 LEVEL SPREADER NTS RSG -208 H2MHILL Spartanburg, South Carolina i lei 0 11 - • FLEXIBLE PIPE SLOPE DRAIN NTS RSG -.2009 4x4 TREATED POST LEVEL ACROSS BACK SPIKE TO GROUND W/18" LONG #4 REBAR @3'-0" CENTERS 2'-QD/ 2'-0„ x 2'-0" x 1 /L STEEL BASE PLATE 1/4" THICK FINS 4 REQ'D m PROTECTIVE STEEL CAP PIPE CAP (TACK WELD) /-TOP OF SURCHARGE BOTH PIPES EXTENDED AS REQUIRED IN 4'-0" LONG SECTIONS THREADED COUPLINGS (GALV.) 1"0 THREADED PIPE (GALV.) 3"0 THREADED PIPE CASING (GALV.) /-COMPACTED ! / GRANULAR SETTLEMENT PLATE NOTES: 1. CONTRACTOR TO INCLUDE 6 SETTLEMENT PLATES IN THE BIDS. LOCATIONS TO BE DETERMINED BY THE OWNER'S GEOTECHNICAL ENGINEER. COORDINATE LOCATION WITH CH2M HILL TO NOT INTERFERE WITH PROPOSED PILE FOUNDATIONS. 2.CONTRACTOR TO INCLUDE SURVEYING SERVICES TO MONITOR SETTLEMENT PLATES AS DIRECTED BY OWNER'S GEOTECHNICAL ENGINEER. 3.REMOVE SETTLEMENT PLATE STEMS TO 4 FOOT BELOW PROPOSED TOP OF FILL WHEN DIRECTED BY THE OWNER'S GEOTECHNICAL ENGINEER. �� SETTEMENTPLATEKA�LSEAL 10149 SHEET TITLE EROSION & SEDIMENT DETAILS SHEET 1 NOT FOR CONSTRUCTION m GAS TURBINE PLANT Charlotte, North Carolina JOB NO. 408512 RLENAME RG-511.DWG SCALE NONE REV. NO. OWG. NO. RG -51 1 LGRE13 FSIZE. Architectural E9. 30 x 42 in. CONSTRUCTION SPECIFICATIONS: .-� �- PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE. 2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT. 3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF STD NO. 30.04 NORTH CAROLINA DESIGNED BY ME NESTER CERTIFICATE OF LICENSURE CHECKED BY CD WALKER APPR. BY CH2M HILL, Inc. 1 500 International Drive WENT APPR. Spartanburg, SC 29303 NO. F-0699 LEVEL SPREADER NTS RSG -208 H2MHILL Spartanburg, South Carolina i lei 0 11 - • FLEXIBLE PIPE SLOPE DRAIN NTS RSG -.2009 4x4 TREATED POST LEVEL ACROSS BACK SPIKE TO GROUND W/18" LONG #4 REBAR @3'-0" CENTERS 2'-QD/ 2'-0„ x 2'-0" x 1 /L STEEL BASE PLATE 1/4" THICK FINS 4 REQ'D m PROTECTIVE STEEL CAP PIPE CAP (TACK WELD) /-TOP OF SURCHARGE BOTH PIPES EXTENDED AS REQUIRED IN 4'-0" LONG SECTIONS THREADED COUPLINGS (GALV.) 1"0 THREADED PIPE (GALV.) 3"0 THREADED PIPE CASING (GALV.) /-COMPACTED ! / GRANULAR SETTLEMENT PLATE NOTES: 1. CONTRACTOR TO INCLUDE 6 SETTLEMENT PLATES IN THE BIDS. LOCATIONS TO BE DETERMINED BY THE OWNER'S GEOTECHNICAL ENGINEER. COORDINATE LOCATION WITH CH2M HILL TO NOT INTERFERE WITH PROPOSED PILE FOUNDATIONS. 2.CONTRACTOR TO INCLUDE SURVEYING SERVICES TO MONITOR SETTLEMENT PLATES AS DIRECTED BY OWNER'S GEOTECHNICAL ENGINEER. 3.REMOVE SETTLEMENT PLATE STEMS TO 4 FOOT BELOW PROPOSED TOP OF FILL WHEN DIRECTED BY THE OWNER'S GEOTECHNICAL ENGINEER. �� SETTEMENTPLATEKA�LSEAL 10149 SHEET TITLE EROSION & SEDIMENT DETAILS SHEET 1 NOT FOR CONSTRUCTION m GAS TURBINE PLANT Charlotte, North Carolina JOB NO. 408512 RLENAME RG-511.DWG SCALE NONE REV. NO. OWG. NO. RG -51 1 LGRE13 FSIZE. Architectural E9. 30 x 42 in. CONSTRUCTION SPECIFICATIONS: 1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE. 2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT. 3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF EMPTYING INTO A DISTURBED AREA. 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE, TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE. STD NO. 30.04 NORTH CAROLINA DESIGNED BY ME NESTER CERTIFICATE OF LICENSURE CHECKED BY CD WALKER APPR. BY CH2M HILL, Inc. 1 500 International Drive WENT APPR. Spartanburg, SC 29303 NO. F-0699 LEVEL SPREADER NTS RSG -208 H2MHILL Spartanburg, South Carolina i lei 0 11 - • FLEXIBLE PIPE SLOPE DRAIN NTS RSG -.2009 4x4 TREATED POST LEVEL ACROSS BACK SPIKE TO GROUND W/18" LONG #4 REBAR @3'-0" CENTERS 2'-QD/ 2'-0„ x 2'-0" x 1 /L STEEL BASE PLATE 1/4" THICK FINS 4 REQ'D m PROTECTIVE STEEL CAP PIPE CAP (TACK WELD) /-TOP OF SURCHARGE BOTH PIPES EXTENDED AS REQUIRED IN 4'-0" LONG SECTIONS THREADED COUPLINGS (GALV.) 1"0 THREADED PIPE (GALV.) 3"0 THREADED PIPE CASING (GALV.) /-COMPACTED ! / GRANULAR SETTLEMENT PLATE NOTES: 1. CONTRACTOR TO INCLUDE 6 SETTLEMENT PLATES IN THE BIDS. LOCATIONS TO BE DETERMINED BY THE OWNER'S GEOTECHNICAL ENGINEER. COORDINATE LOCATION WITH CH2M HILL TO NOT INTERFERE WITH PROPOSED PILE FOUNDATIONS. 2.CONTRACTOR TO INCLUDE SURVEYING SERVICES TO MONITOR SETTLEMENT PLATES AS DIRECTED BY OWNER'S GEOTECHNICAL ENGINEER. 3.REMOVE SETTLEMENT PLATE STEMS TO 4 FOOT BELOW PROPOSED TOP OF FILL WHEN DIRECTED BY THE OWNER'S GEOTECHNICAL ENGINEER. �� SETTEMENTPLATEKA�LSEAL 10149 SHEET TITLE EROSION & SEDIMENT DETAILS SHEET 1 NOT FOR CONSTRUCTION m GAS TURBINE PLANT Charlotte, North Carolina JOB NO. 408512 RLENAME RG-511.DWG SCALE NONE REV. NO. OWG. NO. RG -51 1 LGRE13 FSIZE. Architectural E9. 30 x 42 in. X11 ted FI C' B'' 1 1 ♦ • .••rIf, COMPACTED BACKFILL. PER SPECIFICATIONS 0 PIPE OD TRENCH WIDTH 24" & SMALLER OD + 1'-4" 840.25 ANCHORAGE FOR FRAMES - BRICK OR CONCRETE 30" & LARGER O + '-0" SPRING BOX - CONCRETE OR BRICK 840.46 TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE 840.66 DRAINAGE STRUCTURE STEPS ®O COMPACTED GRANULAR BEDDING CLEAN SAND OR CRUSHED STONE WIDTH SEE TABLE PIPE OD TRENCH WIDTH 24" & SMALLER OD + 1'-4" 30" & LARGER O + 2'-0" NOTES FINISHED GRADE 4' MINIMUM BOTTOM WIDTH 111=III -III -III=II_I—'' -- P 10 YEAR STORM 6" FREE BOAR ��1=i1 — I—III -III =111 III-111=III=III -III=III- I = ___ III-III-III=III=fll=11 —"'=III -III=III�II-III=III=11—III�II-111-III=III -1�� -- =111-III-111-III— '—"� -III-III-III�lII=1I — _ _JII— =III=III�I�_ - "' II NCDOT CLASS 2 RIPRAP 18" THICK RIPRAP WOVEN FILTER FABRIC MIRAFI 50OX COMPACTED OR APPROVED EQUAL SUBGRADE 1. PROVIDE MECHANICAL EQUIPMENT TO COMPACT BACKFILL TO SPECIFICATION REQUIREMENTS. 2. COMPLY WITH OSHA STANDARDS (29 CFR 1926) & TECHNICAL MANUAL, "EXCAVATIONS: HAZARD RECOGNITION IN TRENCHING AND SHORING". 3. SEE SPECIFICIATIONS FOR MANDREL TESTING REQUIRED FOR HDPE PIPE. TYPICAL HDPE PIPE BEDDING DETAIL NTS EXCAVATE STABLE SLOPES APPROVED BY GEOTECHNICAL ENGINEER / FINISHED GRADE NY COMPACTED BACKFILL PER SPECIFICATIONS o PLACE BACKFILL AND COMPACT wl IN EQUAL STAGES SO AS NOT '- TO DISTURB PIPE ALIGNMENT HAND PLACE AND COMPACT® SUITABLE GRANULAR MATERIAL UNDER PIPE HAUNCHES i RUM"WMI'M =0011 W 9� 5" ASPHALT SAWCUT EXISTING PRIME COAT SURFACE COURSE PAVEMENT (TYP) *P *MIN OR MATCH EXIST. 0�000OOn0000000000000000000 w THICKNESS 0 O �ooO �ooO C.00 Oo OOo OOQO 1'-0" 11-001U AGGREGATE BASE COURSE COMPACTED TO 100% STANDARD PROCTOR I IV21 Eel :'my,711119:1 75 PSI FLOWABLE FILL CONCRETE OR APP'D EQUAL ASPHALT PAVEMENT PATCH DETAIL NTS 0 124—AUG-2010 PERMIT NO DATE MEH I CDW 1. REVISKNI OY I CK. APPR. 18" THK. RIP RAP LINED CHANNEL NTS t!i � If �ll►� l�L�il• III -III -III -III =11 _ I 11=111-111=111 =III =1 I I -1 II _iA, 1TYP 17 10 YEAR STORM 6" FREE BOARD _ -III =III -111=III=III=11 -"'-III -III=IIIJII-III=III=11 711111-III-III=ITI -1�� -" — '—"I=Ili—III-.III-JII=III— -111=_III-ii1=J1I-111= - - -�—III-111=III=III-III= — 11=III=III-III=1tl— "'='ll-lli�ll�11=11f=III-III-.III-1 —11 — —11 III=JiI-III—�"— VEGETATION MAINTAINED TO 3"-6" HEIGHT GRASS CHANNEL STD NO. 21.17 - 2 NTS 4' MINIMUM 111111 -III —111=1 __ 3 TYP i1 �? 10 YEAR STORM 6" FREE BOARD%I _ I I I �, I II -111 -III II�Iil�lll�lil =III ._III III _ = III -ii -II-III 'll 1111=1f1= I "�—III—III III =III —III -III— I _ -III III—Ill�ill_i11=11' —�I� gill= III �IIIII-lilii�ii �, llIlIll -�=III -�",— '��:AN DLOK S2 OR APPROVED EQUAL TEMPORARY DEGRADABLE EROSION CONTROL BLANKET INSTALL PER MANUFACTURER'S RECOMMENDATIONS DEGRADABLE BLANKET CHANNEL NTS 4' MINIMUM III=III -III -III-1 _`—_ I I J I I -111 =11 I=ttr'rl I I -1 II _ �1TYP 0 10 YEAR STORM 6" FREE BOARD / —III =1 I I -1 I I =III �=111=III=III=1i -M —III -III -III J11-III=III=11 ` / =11t -III -III -III -III -111 — —"I -11t =III =III =III =III -III= '—'�1=III=III=all-III=11` � / ' J11=III-III =111=all= - -"'- -"' ='l l -III-111�.1I -III -111-III -111=11 =11 — —11 itI -111=III -�"— LANDLOK C2 OR APPROVED EQUAL EROSION CONTROL BLANKET INSTALL PER MANUFACTURER'S RECOMMENDATIONS COCONUT LINED CHANNEL NTS NORTH CAROLINA DESIGNED BY ME HESTER CERTIFICATE OF LICENSURE CHECKED BY CD WALKER APPR. BY CH2M HILL, Inc. 1 500 International Drive CLIENT APPR. Spartanburg, SC 29303 NO. F-0699 C:H MHILL Spartanburg, South Carolina 0 4' MINIMUM 61ati IVARV 11111 _L L u_LA,A r�►�►.�.r�►�. 3 TYP �r11� �1►.► =III=III -III =III —III —i',;- i 0 10 YEAR STORM 6" FREE BOARD - 1=i1 =1�1=III -III -III III-111=III=III =III =III - _ � _ I-111=III =III=III=III SII —"'-III -III-ill�ll-III=III=11—III-�11-.III-III—III -1Ti =" —" =III =III =III -III =I II -1— '—'��=III-III-III-SII=1I — liJill 7=71177— =17= NCDOT CLASS 2 RIPRAP 12" THICK RIPRAP WOVEN FILTER FABRIC MIRAFI 50OX COMPACTED OR APPROVED EQUAL SUBGRADE 12" THK. RIP RAP LINED CHANNEL NTS DWG PIPE OD TRENCH WIDTH 24" & SMALLER OD + 1'-4" 840.25 ANCHORAGE FOR FRAMES - BRICK OR CONCRETE 30" & LARGER O + '-0" SPRING BOX - CONCRETE OR BRICK i RUM"WMI'M =0011 W 9� 5" ASPHALT SAWCUT EXISTING PRIME COAT SURFACE COURSE PAVEMENT (TYP) *P *MIN OR MATCH EXIST. 0�000OOn0000000000000000000 w THICKNESS 0 O �ooO �ooO C.00 Oo OOo OOQO 1'-0" 11-001U AGGREGATE BASE COURSE COMPACTED TO 100% STANDARD PROCTOR I IV21 Eel :'my,711119:1 75 PSI FLOWABLE FILL CONCRETE OR APP'D EQUAL ASPHALT PAVEMENT PATCH DETAIL NTS 0 124—AUG-2010 PERMIT NO DATE MEH I CDW 1. REVISKNI OY I CK. APPR. 18" THK. RIP RAP LINED CHANNEL NTS t!i � If �ll►� l�L�il• III -III -III -III =11 _ I 11=111-111=111 =III =1 I I -1 II _iA, 1TYP 17 10 YEAR STORM 6" FREE BOARD _ -III =III -111=III=III=11 -"'-III -III=IIIJII-III=III=11 711111-III-III=ITI -1�� -" — '—"I=Ili—III-.III-JII=III— -111=_III-ii1=J1I-111= - - -�—III-111=III=III-III= — 11=III=III-III=1tl— "'='ll-lli�ll�11=11f=III-III-.III-1 —11 — —11 III=JiI-III—�"— VEGETATION MAINTAINED TO 3"-6" HEIGHT GRASS CHANNEL STD NO. 21.17 - 2 NTS 4' MINIMUM 111111 -III —111=1 __ 3 TYP i1 �? 10 YEAR STORM 6" FREE BOARD%I _ I I I �, I II -111 -III II�Iil�lll�lil =III ._III III _ = III -ii -II-III 'll 1111=1f1= I "�—III—III III =III —III -III— I _ -III III—Ill�ill_i11=11' —�I� gill= III �IIIII-lilii�ii �, llIlIll -�=III -�",— '��:AN DLOK S2 OR APPROVED EQUAL TEMPORARY DEGRADABLE EROSION CONTROL BLANKET INSTALL PER MANUFACTURER'S RECOMMENDATIONS DEGRADABLE BLANKET CHANNEL NTS 4' MINIMUM III=III -III -III-1 _`—_ I I J I I -111 =11 I=ttr'rl I I -1 II _ �1TYP 0 10 YEAR STORM 6" FREE BOARD / —III =1 I I -1 I I =III �=111=III=III=1i -M —III -III -III J11-III=III=11 ` / =11t -III -III -III -III -111 — —"I -11t =III =III =III =III -III= '—'�1=III=III=all-III=11` � / ' J11=III-III =111=all= - -"'- -"' ='l l -III-111�.1I -III -111-III -111=11 =11 — —11 itI -111=III -�"— LANDLOK C2 OR APPROVED EQUAL EROSION CONTROL BLANKET INSTALL PER MANUFACTURER'S RECOMMENDATIONS COCONUT LINED CHANNEL NTS NORTH CAROLINA DESIGNED BY ME HESTER CERTIFICATE OF LICENSURE CHECKED BY CD WALKER APPR. BY CH2M HILL, Inc. 1 500 International Drive CLIENT APPR. Spartanburg, SC 29303 NO. F-0699 C:H MHILL Spartanburg, South Carolina 0 4' MINIMUM 61ati IVARV 11111 _L L u_LA,A r�►�►.�.r�►�. 3 TYP �r11� �1►.► =III=III -III =III —III —i',;- i 0 10 YEAR STORM 6" FREE BOARD - 1=i1 =1�1=III -III -III III-111=III=III =III =III - _ � _ I-111=III =III=III=III SII —"'-III -III-ill�ll-III=III=11—III-�11-.III-III—III -1Ti =" —" =III =III =III -III =I II -1— '—'��=III-III-III-SII=1I — liJill 7=71177— =17= NCDOT CLASS 2 RIPRAP 12" THICK RIPRAP WOVEN FILTER FABRIC MIRAFI 50OX COMPACTED OR APPROVED EQUAL SUBGRADE 12" THK. RIP RAP LINED CHANNEL NTS DWG SHEET TITLE 840.25 ANCHORAGE FOR FRAMES - BRICK OR CONCRETE 840.41 SPRING BOX - CONCRETE OR BRICK 840.46 TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE 840.66 DRAINAGE STRUCTURE STEPS NOTE 1: FOR ALL STRUCTURES - NCDOT REQUIRES CLASS B CONCRETE (2500PS1). THE CITY REQUIRES 3600 PSI CONCRETE STRENGTH ® 28 DAYS. 3600 PSI CONCRETE SHALL BE USED IN ALL CITY AND ETJ PROJECTS. NCDOT STANDARDS APPROVED FOR USE IN THE CITY OF CHARLOTTE AND CHARLOTTE ETJ CATCH BASIN & J U N CT 10 N BOX STD. NO. 20.00C NTS �8" HIGH DENSITY ORANGE POLYETHELENE SAFETY FENCE TENAX FORT/L OR APPROVED EQUAL WIRE OR ZIP TIES TO SECURE SAFETY FENCE TO POST NTS RG -512 CLEARED AREA — I ill i I T ITT 7Tl —7 MTI— 77 EXISTING GRADE THIS DRAWING SHALL BE CONSIDERED PRELIMINARY - NOT FOR CONSTRUCTION UNLESS PROPERLY SIGNED AND SEALED. SHEET TrrLE EROSION & SEDIMENT DETAILS SHEET 2 REV. N0. 0 DWG. NO. RG -512 LGRE13 FSIZE. Architectural E1.30 x 42 in. HI GI FI EI DI �I Al �w W2 END OF FLARED SECTION -61 NATURAL GRADE -- Mill NOTE: H MINIMUM H=2/3 PIPE DIAMETER ---I I--� -- 1' MIN. FILTER FABRIC LAP ELEVATION (IF NEEDED) LATLK VI t ULK rAUXIU SECTION B -B ,-- 1 CULVERT OUTLET PRO STD NO. 20.23 NTS HOG WIRE ATTACHED TO POSTS WITH WIRE TIES BAFFLE INSTALLATION - STEP 1 COIR FIBER MAT 100% COCONUT FIBER (COIR) TWINE WOVEN INTO HIGH STRENGTH MATRIX, WEIGHT 20 OZ/SY, OPEN AREA (MEASURED) 50%, PER NCDOT SOIL & WATER ENGINEERING SECTION STANDARDS BAFFLE INSTALLATION - STEP 2 T (THICKNESS) TECTION M A rr-1 r-- I-M/M% EARTH BERM TOP OF BAFFLE SHOULD BELOW THE TOP OF THE I NOTES: 1. DRIVE 5` STEEL POST AT LEAST 24" INTO 4'-0" MAX. SPACING SOLID GROUND. 2. USE STAPLES V APART HORIZONTALLY (TYPICAL) AND VERTICALLY TO ATTACH THE COIR FIBER TO THE HOG WIRE. 3. SPACE THE BAFFLES ACCORDING TO THE APPROVED PLAN. 4. THE FLOOR OF THE BASIN IN THE OUTLET ZONE AND BERMS SHOULD BE SEEDED IMMEDEATELLY AFTER THE BASIN IS CONSTRUCTED. SEDIMENT BASIN 2 NTS SILT FENCE AS NEEDED, BAFFEL OUTLET DIA La W1 W2 D50 *T H PES B1 3.0 20 23 9 0.6 1.5 2.0 PES C1 3.0 20 23 9 0.6 1.5 2.0 PES D1 3.0 20 23 9 0.6 1.5 2.0 FES E1 3.0 20 23 9 0.6 1.5 2.0 SED BASIN 2.0 13 15 6 0.4 1.5 1.5 * D50 (SEE FIG 8.06 A&B "NC SEDIMENT AND EROSION CONTROL MANUAL" DMAX = 1.5 X D50, T = 1.5 X DMAX. NOTES: 1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON TO BE DESIGNED BY THE ENGINEER. 2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR RIPRAP APRON DESIGN STANDARDS. 3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT, 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. 5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. 7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED. 8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED. 9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO PLACEMENT OF RIP RAP. 10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL MUST BE STABILIZED. ✓�� SPACING ITYP.* KEY/ANCHOR MATERIAL AT TOP OF SLOPE. GENERAL NOTES: 36" MIN. SPACING TYP.* 17 -SEP --2010 REVISED DETAIL MEH I CDVNe 1 07 -SEP -2010 REVISED AS NOTED MEH 1. LAY BLANKETS LOOSELY AND 0 24 -AUG -2010 PERMIT STAKE OR STAPLE TO MAINTAIN CDW NO I� DIRECT CONTACT WITH THE SOIL. BY CK. APM 2'-3" DO NOT STRETCH. r 6'-1 " 730 2. * DIMENSIONS SHOWN ARE 2-1/23) 9" 2'-3" MINIMUM, MANUFACTURED --- �.. 1 190 PRODUCTS MAY HAVE ADDITIONAL 3" 1 D" 3'-8" REQUIREMENTS THAT MUST BE MET. 4'-0" 60.--2" 1770 30" 3-1/2" 1'-0" 6" OVERLAP 3. SLOPE SURFACE SHALL BE FREE 5'-0" e'� IN SLICE OF ROCKS, SOIL CLODS, STICKS, 4" 1'---3" 5'-3" GRASS. MAT/BLANKETS SHALL HAVE 6'-0" 8'-2" 5320 GOOD SOIL CONTACT, 4-1/2" 1'-9" 5'-3" 2'-11 " 6'--6" 8'-2" 5920 4. THE DETAIL SHOWN IS FOR SLOPE 5" 2'-0" 6'-0" MATTING. FOR CHANNEL OR PIPE 7'_0" / 7470 OUTFALL MATTING SPECIFICATIONS, 5-1/2" 2'-3" 51--6" PLEASE REFER TO NCESCPDM 7'-6" 8'-4" 8810 'ter 6" STANDARD #6.17 AND 5'-0" }} '' 8'-0" WATER TABLE MANUFACTURER'S GUIDELINES. LANDLOK CS2 OR APPROVED EQUAL - EROSION CONTROL BLANKET INSTALL PER MANUFACTURER'S RECOMMENDATIONS 5' STEEL POST '��il�i►1 8" X 6" TRENCH BACKFILL AND COMPACT FENCE AND COIR FIBER MAT BURIED IN TRENCH 1ti1�.1 Itil FILTER MEDIA (SEE NOTE 2) -- PUMP FLOW VEGETATIVE BUFFER 7 NOTE: 1. PRIOR TO INSTALLATION, MANUFACTURER SPECIFICATIONS OF FILTER MEDIA SHALL BE PROVIDED TO THE EROSION CONTROL INSPECTOR FOR APPROVAL AND USE. DISCHARGE FROM FILTER MEDIA SHALL MEET OR EXCEED THE PROVISIONS OF THE CLEAN WATER ACT, 2. ENSURE THAT PUMP PRESSURE DOES NOT EXCEED FILTER MEDIA PRESSURE RATING. 3, FILTER MEDIA MAY BE, BUT NOT LIMITED TO, SAND MEDIA FILTRATION DEVICES, RATED FILTER FABRIC BAGS OR POLYMER BASED DEWATERING PRACTICES. 4. PUMP STRAINER SHALL NOT BE IN CONTACT WITH BOTTOM OF POND. EROSION CONTROL DEWATERING STD NO. 30.13 �.,.../ NTS 2 17 -SEP --2010 REVISED DETAIL MEH I CDVNe 1 07 -SEP -2010 REVISED AS NOTED MEH CDW 0 24 -AUG -2010 PERMIT MEH CDW NO DATE KVISION BY CK. APM OW POINT ATER LEVEL NON -WOVEN GEOTEXTILE FILTER CLOTH FABRIC 4' ABOVE SOURCE WATER. KEY/ANCHOR MATERIAL TO TOE OF SLOPE. EMBANKMENT MATTING D STD NO. 30.20 -1 4 NTS RG -208, RG -209 ALTERNATE WAI_ I_ CONFI( PLAN 1 V �_T ETAI L NOTES: 1. A STABILIZED ENTRANCE PAD OF #5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B. 6, CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE. EXISTING GROUND' - I ll�l SOTABILIZATION FABRIC UNDERILS#5 WASHED STONE 100' MIN. Z 00 �j STABILIZED CONSTRUCTION ENTRANCE STD N0, 30.11A NTS GENERAL NOTES: 1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER. 2. CHECK DAMS MAY BE USED IN SLOPING DITCHES OR CHANNELS TO SLOW VELOCITY OR TO CREATE SEDIMENT TRAPS. 3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE DOWNSTREAM DAM (SEE DIAGRAM BELOW). CLASS B RIP -111w _ A MAXIMUM SPACING B " -- �fJf.=lJ1�1J1�1l1=111zzI11= =1f 1=111=11l=111 N1� 111=111 A AND B ARE AT EQUAL ELEVATIONS 1' " ��Itfril W_ TABLE OF DIMENSIONS D T A B C E L yam, 12" 2-1/4" 4" 2'---0„ 4'- 1 to 2'---0" 6'-1 " 730 15" 2-1/4- 6" 2'-3" 3'- 10" 2'-0" 6'-1 " 730 18" 2-1/23) 9" 2'-3" 3'-10" 3'-0" I 60-1$p 1 190 2431 3" 1 D" 3'-8" 2�-xr6" 4'-0" 60.--2" 1770 30" 3-1/2" 1'-0" 4'-6" 1'-8" 5'-0" 6'--2" 2380 36" 4" 1'---3" 5'-3" 2'-11" 6'-0" 8'-2" 5320 42" 4-1/2" 1'-9" 5'-3" 2'-11 " 6'--6" 8'-2" 5920 48" 5" 2'-0" 6'-0" 2'-2" 7'_0" 8'-2" 7470 54" 5-1/2" 2'-3" 51--6" 2'-10" 7'-6" 8'-4" 8810 60" 6" 2'-6" 5'-0" 3'-3" 8'-0" 8'-3" 11180 66" 6-1/2" 3'-0" 6'-0" 2'-3" 8'---6" 8'-3" 12530 72" 7== 3,-0„61-61) 1 r_g" g'_Orr 803" 13980 Y-- GENERAL NOTES: 0 1 • SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS. 2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER 00 AASHTO M170, TABLE 2, WALL B. 1'_6" 3• ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. 4, PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION. . 20.23 AND 20.24 5 PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION, 6• THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED ON THE MANUF'ACTURER'S STANDARD FORMS AND TEMPLATES. 7• NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY. ..O. T ... E _ ITI,,� NORTH CAROLINA DMGNED BY ME HESTER 1 CERTIFICATE OF LICENSURE CHECKED W CD WALKER CH2M HILL., Inc. 1500 International Drive C Spartanburg, SC 29303 NO. F-0699 END VIEW STD NO. 20.22 - FLARED END SECTION NTS H MHILL Spartanburg, South Carolina PUBLIC STREET I: LLJ ry CL �x _jW CL 0 11 MACyED STONE CENTER „ 4' TO 6' r CROSS SECTION 41t� iZi��_ III-1?� -�? �,-111=�„ 111=ll = r, I �,,..,•.''.-.� ill=ill=_111=1i��. 1) a, PLAN �uI=III=3�. FILTER CLOTH TEMPORARY ROCK CHECK DAM STD NO. 30.10 NTS RG -209 STD NO. 30.07 g r �1� i d L�.LJ I n nnnnnnin IL -i Q = SEAL_ g 10149 C'3 p4 .1�Yip'.�ScO 8 a o� c� 00000ca� �p doc�a oaoaa cPoac> oowQarzo L #5 WASHED STON WOOD STAKES (114" TO 1/2" GRID OPENING) WIRE MESH CONCRETE BLOCK SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. DROP INLET WITH GRATE BLOCK AND GRAVEL STONE INLET PROTECTION NTS NOT FOR CONSTRUCTION LGRE13 FSIZE. Rrchitcctural E'I.30 x 42 in. HI F1 AI SEDIMENT BASIN DESIGN CRITERIA DRAINAGE Q,o (CFS) AREA >10 AC. (ACRES) .� 100 AC. MIN. L (FEE�'2 LENGTH TO 2:1 WIDTH ADDITIONAL DESIGN RATIO RISER DIAMETERPIPE IN MAX. SKIMMER ORIFICE DIAMETER LENGTH TO 6:1 WIDTH REQUIRED (SQ FT) RATIO 1 2. 1800 MIN. (CU. FT. VOLUME PER AC. REQUIRED DISTURBED) - 435 SURFACE (SQ. FT. AREA PER CFS REQUIRED Q10) DATA BLOCK PLAN VIEW INFLOW STRUCTURE BAFFLE AVERAGE _AREA* � ra• F vs t� > �,ti��tf WIDTH � �`� a LENGTH" : 4 s * AREA OF BASIN WATER ;iR i SURFACE AT TOP OFz,,fit,Y« PRIMARY SPILLWAYvt'�,.,�=v CROSS-SECTION VIEW SEE NOTE 3 , 1 FREEBOARD 6" MAX. DEPTH OF FLOW OVER INFLOW EMERGENCY SPILLWAY STRUCTURE MIN. 1' PRIMARY SPILLWAY (RISER) ' MIN. ZONE- FILTER ONE- FILTER FABRIC SEDIMENT STORAGE ZONE BAFFLE 3RD BAFFLE: NOTES: HARDWARE Q,o (CFS) BASIN VOLUME CLOTH 1. REFER TO NCESCPDM SURROUNDING L (FEE�'2 SECTION #6.61 FOR SKIMMER TOP BERM ELEV ADDITIONAL DESIGN TOP RISER ELEV RISER DIAMETERPIPE IN SPECIFICATIONS SKIMMER ORIFICE DIAMETER DEWATE TIME DAYS REGARDING SEDIMENT PROVIDED (CUBIC FT) REQUIRED (SQ FT) BASINS. 1 2. REFER TO STD. #30.19 FOR 50.6 24,012 BAFFLE SPACING AND 21,994 27,135 INSTALLATION. - 3. FIRST BAFFLE IS TO BE 2.0 12' CONSTRUCTED OF RIP -RAP RISER 599.0 AND #5 WASHED STONE, 3.0" 2.7" WITH A MIN. HEIGHT OF 3' 2 7.46 AND MIN. TOPWIDTH OF 2'. 41.4 4. FLASHBOARD RISER NOT 18,009 26,907 PERMITTED FOR USE IN L-20 11.0 THE CITY OF CHARLOTTE MIN, 5. DIMENSION "H" IS FROM 605.0 604.0 BOTTOM OF BASIN TO THE 2.5" 1.9" CREST OF THE PRIMARY 3 8.14 SPILLWAY. W 13,554 61,266 EMBANKMENT 19,850 r- T 5.0 8.0 STD NO. 30 NOTES: 1. WORK IN CREEK SHALL BE PLANNED TO MINIMIZE THE NUMBER OF DAYS OF DISTURBANCE. 2. E CONTRACTOR IS TO OBSERVE THE LOCAL WEATHER FORECASTS AND NOT BE RK IN THE CREEK UNLESS AT LEAST THREE DAYS WITHOUT RAIN IS ANTICIP TED. 3. ALL DI URBED CREEK BED AND BANKS ARE TO BE STABILIZED PRIOR TO TH ND OF EAG WORK DAY. 4. FOR LARGE REEKS, CONSTRUCTION SHOULD OCCUR ON ONE SIDE OF THE CRE AT A TIME. THE FIRST SIDE SHOULD BE STABILIZED BEFORE BEGIN G CONSTRUCTION ON THE OPPOSITE SIDE. 5. A TEMPORARY PIPE O PUMP MAY BE INSTALLED TO CONTRO CREEK FLOW DURING NSTRUCTON. N US CONSTRUCT THREE ROCK CHEC AMS (ST . 30.10) AT 100 -FOOT SPACING DOWN STREAM FROM TH ONS UCTION ZONE IF CONDITIONS AND PROPERTY RIGHTS OW. -- CONSTRUCTION ONE TOP B K TOP BANK 1' 100' I , 100' INSTALL DIKE OR COFFERDAM IMMEDIATELY UPSTREAM OF THE CONSTRUCTION ZONE IF CREEK HAS BASE FLOW CONSTRUCTION WITHIN CREEK BAN NTS BASIN DRAINAGE AREA (ACRES) DENUDED AREA (ACRES) Q,o (CFS) BASIN VOLUME BASIN SURFACE AREA CLEANOUT' DEPTH (FT) H/2 H (FEET) Z (FEET) L (FEE�'2 T (FEET) W (FEET) TOP BERM ELEV TOP SPILLWAY ELEV TOP RISER ELEV RISER DIAMETERPIPE IN SKIMMER DIAMETER SKIMMER ORIFICE DIAMETER DEWATE TIME DAYS REQUIRED (CUBIC FT) PROVIDED (CUBIC FT) REQUIRED (SQ FT) PROVIDED (SQ FT) 1 15.98 13.34 50.6 24,012 45,673 21,994 27,135 1.5 3.0 6.0 20 2.0 12' 602.0 600.0 599.0 48" 3.0" 2.7" 3 2 7.46 5.88 41.4 10,584 93,692 18,009 26,907 4.0 8.0 11.0 20 2,0 12' 607.0 605.0 604.0 48" 2.5" 1.9" 3 3 8.14 7.53 38.1 13,554 61,266 16,574 19,850 2.5 5.0 8.0 20 2.0 12' 589.0 587.0 586.0 48" 2.5" 2.1" 3 SEDIMENT BASIN 1 STAGE ELEVATION STORAGE (FT) (FT) (CU.FT) 0.0 596.0 0 1.0 597.0 3874 2.0 598.0 20,608 3.0 599.0 45,673 4.0 600.0 74,312 6.0 602.0 136,460 PVC E PVC SEDIMENT BASIN 2 STAGE ELEVATION STORAGE (FT) (FT) (CU.FT) 0.0 596.0 0 1.0 597.0 604 2.0 598.0 4664 3.0 599.0 13,215 4.0 600.0 24,466 5.0 601.0 38,036 6.0 602.0 53,448 8.0 604.0 93,692 11.0 607.0 190,780 SEDIMENT BASIN 3 STAGE ELEVATION STORAGE (FT) (FT) (CU.FT) 0.0 581.0 0 1.0 582.0 1054 2.0 583.0 9274 3.0 584.0 24,965 4.0 585.0 42,277 5.0 586.0 61,266 6.0 587.0 83,281 7.0 588.0 109,791 8.0 589.0 141,076 SEDIMENT BASIN STD NO. 30.03A - 3 NTS RG -208, RG -209, RG -210 PERSPECTIVE VIEW "C" ENCLOSURE TER ENTRY UNIT SPILLWAY RATING TABLE- v WS ELEV DEPTH Q25 FT CFS 0.0 0.0 0.1 1.9 0.2 5.5 0.3 10.2 0.4 15.8 0.5 22.3 0.6 29.7 0.7 37.8 0.8 46.6 0.9 56.1 1.0 66.4 1.1 77.3 1.2 88.9 1.3 101.2 1.4 114.2 1.5 127.8 1.6 142.0 1.7 157.0 1.8 172.6 1.9 188.8 2.0 205.7 c�uni a 40 SPILLWAY CAPACITY UPSTREAM 25 S) FLOW BASIN (Q DEPTH EFFLUENT (FEET) MATERIAL FT 1 61.5 0.95 2 50.3 1 0.84 3 41.8 0.75 COORDINATE SHOWN ON PLAN INDICATES CENTERLINE OF RISER (a) c01540'RE�MINIZED STEEL TYPE 2 (b) RCP TO BE CLASS III WITH ASTM C443 GASKETS 6'-0" (c) FLOATATION FACTOR OF SAFETY 1.5 TRASH RACK TO BE # 4 REBAR 2 DETAIL STORM DRAIN PIPING - TABLE 3 UPSTREAM DOWNSTREAM LENGTH (FEET) DIAMETER (INCHES) SLOPE (FEET/FEET) INFLUENT (FEET) EFFLUENT (FEET) MATERIAL CLASS CB -A9 CB -A8 105 30 0.005 614.50 613.98 RCP III CB -A8 CB -A7 137 .36 0.010 613.48 612.11 RCP III CB -A7 CB -A6 154 36 0.010 612.11 610.57 RCP III CB -A6 CB -A5 149 36 0.010 610.57 609.09 RCP III CB -A5 CB -A4 153 36 0.010 609.09 607.56 RCP III CB -A4 FES -A4-1 11 42 0.005 607.06 607.00 RCP III FES -A7-1 CB -A7 127 24 0.042 619.00 613.61 RCP III CB -B7 CB -B6 112 30 0.005 615.53 614.97 RCP III CB -B6 CB -B5 87 30 0.007 614.97 614.32 RCP V CB -B5 CB -B4 165 30 0.008 614.32 613.08 RCP III CB -B4 CB -B3 92 36 0.010 612.58 611.66 RCP III CB -B3 CB -B2 166 36 0.010 611.66 610.00 RCP Ill CB -B2 FES -81 99 36 0.010 610.00 609.00 RCP III CB -B4-2 CB -B4-1 112 18 0.010 616.07 614.95 RCP III CB -B4-1 CB -B4 87 18 0.010 614.95 614.08 RCP Ill JB -C7 JB -C6 184 36 0.005 616.50 615.58 RCP III JB -C6 CB -05 37 36 0.005 615.08 614.90 RCP Ill CB -05 CB -C4 24 36 0.005 614.90 614.78 RCP III CB -C4 CB -C3 195 36 0.005 614.78 613.80 RCP Ill CB -C3 CB -C2 92 36 0.005 613.80 613.34 RCP V CB -C2 FES -C1 167 36 0.005 613.34 612.50 RCP III FES -C4-1 CB -C4 7 18 0.045 6 1.90 61 .5 RCP 111 FES -E2 FES -E1 85 36 0.010 601.85 600.96 RCP III FES -D2 FES -01 52 36 0.005 600.19 599.91 RCP III TABLE 1 17--SEP-2010 OUTFALL PIPE PIPE DISCHARGE BASE BASIN ELEV. SIZE MATERIA ELEV DIMENSIONS 24--AUG-2010 (FEET) (IN) CDW (FEET) (FEET) (c) 1 596.00 24 CMP (a) 595.50 7'X 7' 2 596.00 24 RCP (b) 594.50 10.5' X 10.5' 3 581.00 24 CMP (a) 578.00 8'X 8' SKIMMER oa 18" THICK RIPRAE13TLMIRAFI RG -514 �- TOP OF RISER 50OX FILTER FM CSEEPAGE 48" CMP RISER 3 COLLAR RG -514 9 CLEANOUT SEE DATA BLOCK ABOVE 3" DIA STEEL POST PAINTED FLUORESCENT ORANGE COLOR. LOCATE TO NOT INTERFER WITH SKIMMER ASTM.0760 ALUMINIZED 11 OUTFALL PIPE CONCRETE SEE TABLE 1 COLLAR - W/WATERTIGH Y4" THICK SEAL PLATE FLEXIBLE , R --'` FLOW HOSE �. 4 ) #5@9" EW (TYP) WHEN SEDIMENT REACHES TOP OF PLATE, THE BASIN MUST BE CLEANED. " OUTFALL ELEV - TABLE 1 24" MIN THICK CONCRETE BASE EMBED RISER MIN 10" & PROVIDE SIX 6" LONG LUGS WELDED TO CMP, SEE TABLE 1 FOR BASE DIMENSIONS SEDIMENT BASIN EFFLUENT STRUCTURE NTS RG -208 ANTI -SEEP ANTI -SEEP COLLAR FLEXIBLE BUTYL RESIN SEALANT CONFORMING TO AASHTO M-198 (CONSEAL OR BUTYL TITS) #4 @ 9" OC, EW 0 PIPE OUTSIDE DIMENSION PLUS 6-0" ENDVIEW FRONT VIEW ----OBTAIN HANDEQUIPMENTIONWITH _ PIPE TO WITHSTAND HAND EQUIPMENT (TYP) DEPTH OF BURY NOTE: PROVIDE 3 COLLARS PER PIPE, LOCATE ONE AT CENTERLINE OF BERM SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2000. AND OTHERS AT 8' EACH SIDE OF THE BERM CENTERLINE SKIMMER ANTI -SEEPAGE COLLAR STD NO. 30.02B - 1 NTS NTS RG -208, RG -514 RG -514 2 17--SEP-2010 REVISED STORM DRAIN TABLES MEH CDW TOP ELEVATION (FEET) 1 07 -SEP -2010 REVISED AS NOTED MEH CDW CB -A8 0 24--AUG-2010 PERMIT MEH CDW DI NO DAlE REMSION BY CK. APM NORTH CAROLINA c�tcNm ME HESTER CERTIFICATE OF LICENSURE cHEcKm By CD WALKER - _."ry - _.._ - ___ - - - APPR. BY CH2M HILL, Inc. 1500 international Drive CL€ NT APPM Spartanburg, SC 29303 NO. F-0699 CH MHILL Spartanburg, South Carolina STORM DRAIN INLET - TABLE 2 LABEL INLET TYPE NORTH (FEET) EAST (FEET) TOP ELEVATION (FEET) CB -A9 JB 4573.00 2518.16 623.00 CB -A8 DI 4623.67 2426.44 621.50 CB -A7 DI 4623.67 2289.71 621.50 CB -A6 DI 4623.67 2135.67 621.50 CB -A5 DI 4602.94 1989.00 620.00 CB -A4 DI 4449.79 1989.00 612.00 FES -A7-1 FES 4733.25 2354.90 NA FES A4-1 FES 4438.29 1989.00 NIA CB -B7 DI 3855.00 2568.50 621.50 CB -B6 DI 3743.00 2568.50 621.50 CB -B5 DI 3655.96 2568.50 621.75 CB -B4 DI 3655.96 2403.50 621.75 CB -B3 JB 3610.00 2323.67 623.50 CB -132 D1 3610.00 2157.12 623.00 FES -B1 FES 3623.15 2058.82 N/A CB -B4-2 DI 3855.00 2403.50 621.50 CB -B4-1 DI 3743.00 2403.50 621.50 JB -C7* DI 3784.69 2700.62 624.67 JB -C6* JB 3600,00 2700,62 624.86 CB -05* DI 3590.35 2665.31 623.00 CB -C4* DI 3566.55 2665.31 622.50 CB -C3 Dl 3527.13 2474.11 622.50 CB -C2 D1 3439.21 2447.01 622.50 FES -C1 FES 3446.65 2280.38 NIA FES -C4-1 FES 35 4. 6 9 NIA FES -E2 FES 3447.21 1921.68 -V -NIA FES -E1 FES 34 1 8. 1 NIA FES -D2 FES 3419.95 1760.41 NIA FES -D1 FES 3466.99 1737.02 NIA 10 YEAR STORM WATER STRUCTURE & PIPE SCHEDULE NTS RG -509, RG -510 JB = JUNCTION BOX, REPLACE GRATE WITH HEAVY DUTY SOLID COVER CASTING BEING THE SAME SIZE AS THE GRATE. * - FIELD VERIFY TOP ELEVATION TO MATCH EXISTING GRADE ELEVATION STD. & SPEC. # TITLE SPECIAL REQUIREMENTS & NOTES 6.17 ROLLED EROSION CONTROL PRODUCTS 6.51 HARDWARE CLOTH & GRAVEL INLET PROTECTION - 6.60 TEMPORARY SEDIMENT TRAP WEIR TOP WIDTH 10' MIN., BOTTOM T MIN. 6.61 SEDIMENT BASIN FLASH BOARD RISER NOT PERMITTED 1 ST BAFFLE: RIP RAP & WASHED STONE BERM 2ND BAFFLE: STANDARD BAFFLE 6.64 SKIMMER SEDIMENT BASIN 3RD BAFFLE: HARDWARE CLOTH SURROUNDING THE SKIMMER THE STANDARDS & SPECIFICATIONS SHOWN ARE FROM THE "NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" (NCESCPDM) PREPARED BY NC DEPT. OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR). THE CITY OF CHARLOTTE HAS ADOPTED THE SPECIFIC STANDARDS & SPECIFICATIONS SHOWN ON THIS DETAIL AS MANDATORY MINIMUM DESIGN STANDARDS & SPECIFICATIONS. "SPECIAL REQUIREMENTS & NOTES" ARE INCLUDED WHEN THE CITY OF CHARLOTTE'S CRITERIA ARE MORE STRINGENT THAN THE NCESCPDM STANDARDS. SPECIAL EROSION CONTROL REQUIREMENTS &NOTES STD NO, 30.00 -1 ` u 1 NTS X GENERAL NOTES; 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED. 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RiPRAPPED. 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE. 4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY. 5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED. 6, ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER. 7, SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION. 8. STORAGE AREA MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS. 9. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM. 10. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES SHALL BE INSTALLED IN ALL BASINS. 11. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN. 12, SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS. 13. FOR DESIGN OF SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, 14. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED. 15. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION HAS BEEN GRANTED BY THE CITY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN . '10 044, ESTABLISHED. ss �.SStp � 16. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACE AT Q' �l THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF BUFFER ��SEL IS NOT PROVIDED. 10149 �c/N f SEDIMENT BASIN GENERAL NOTES STD NO. 30.038 - 3 NTS 1-7 10 X NOT FOR CONSTRUCTION THIS DRAWING SHALL BE CONSIDERED PRELIMINARY - NOT FOR CONSTRUCTION UNLESS PROPERLY SIGNED AND SEALED. SHED TULE EROSION & SEDIMENT DETAILS SHEET 4 SIEMENS GAS TURBINE PLANT Charlotte, North Carolina JOB NO. 408512 REV. NO. Mv"E 2 RG-514.DWG SCALE M. NO. NONE RG -514 LGREt3 FSlZE. Architectural �1, 3D x /2 in. LGRE13 FSIZE. Architectural E1. 30 x 42 in. LGRE13 FSEZE. 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BLOCK AND GRAVEL INLET PROTECTION. SEE DETAIL 1/RG-511.1. 2. TREE PROTECTION BARRICADE. SEE DETAIL 7/RG-512.1. 3. SILT FENCE. SEE DETAIL 8/RG-511.1. 4. TEMPORARY CONSTRUCTION ENTRANCE. SEE DETAIL 7/RG-511.1. 5. LIMITS OF CONSTRUCTION. 6. BAFFLE. SEE DETAIL 6/RG-511.1. 7. TEMPORARY DIVERSION DITCH. SEE DETAIL 4/RG-512.1. 8. ROCK CHECK DAM. SEE DETAIL 9/RG-511.1. 9. ROCK PIPE INLET PROTECTION. SEE DETAIL 1/RG-512.1 10. FAIRCLOTH SKIMMERS. SEE DETAIL 5/RG-511.1 11. 700 GRAMS PER SQ METER WOVEN CORE MATTING. SEE DETAIL 6/RG-512.1 12. TEMPORARY SLOPE DRAIN. SEE DETAIL 5/RG-512.1 13. STRAW WATTLES. SEE DETAIL 3/RG-513.1 14. STORM WATER IS TO BE DIVERTED TO SEDIMENT BASINS NUMBER 1 AND NUMBER 2 AND MAINTAINED THROUGHOUT GRADING OPERATIONS. GENERAL EROSION NOTESZMAINTENANCE NOTES A. NO ON-SITE BURIAL PIT WILL BE LOCATED ON THIS SITE. CONTRACTOR RESPONSIBLE FOR PROPER DISPOSAL OF DEBRIS. B. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY/STATE EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. C. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE CIN/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. D. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND INLET PROTECTION DEVICES WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50 % FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. E. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 6" DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. F. PERMANENT GROUND COVER MUST BE ESTABLISHED WITHIN THE PROPOSED DITCHES AND CHANNELS. ADDITIONAL MECHANICAL MEASURES WILL BE REQUIRED IF VEGETATIVE COVER CAN NOT BE ESTABLISHED AS PROPOSED. G. PROVIDE STRAW EROSION CONTROL BLANKET WITH BIODEGRADABLE NETTING & 0.5LBS/SQYD STRAW FIBER ON ALL SLOPES THAT ARE 3:1 OR STEEPER AND ARE NOT ALREADY SPECIFIED TO RECEIVE ANOTHER TYPE OF BLANKET. H. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. I. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY EROSION CONTROL INSPECTOR. J. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. K. ALL SLOPES MUST BE SEEDED WITHIN 5 CALENDAR DAYS. REFER TO EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS. L. CONTRACTOR TO ADJUST TEMPORARY SILT DITCHES AS NECESSARY TO CONVEY RUNOFF TO SEDIMENT BASIN THROUGH ALL PHASES OF CONSTRUCTION. M. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING (CLDS #30.16). N. POLYACRYLAMIDES (PAM) SHALL BE USED TO REDUCE TURBIDITY AND SUSPENDED SOLIDS WHENEVER A SEDIMENT TRAP, BASIN, PIT, HOLE OR BUILDING FOUNDATION IS BEING PUMPED OUT TO REMOVE SEDIMENT LADEN WATER. THIS ACTIVITY MUST BE INSPECTED AND APPROVED BY THE CITY OF CHARLOTTE EROSION CONTROL INSPECTOR. 0. DOUBLE SILT FENCE SHALL BE USED ALONG WETLANDS, STREAMS, LAKES OR OTHER SURFACE WATER BODIES AS WELL AS ADJACENT TO ALL S.W.I.M. BUFFERS. HIGH HAZARD SILT FENCE WILL BE INSTALLED AS DETERMINED NECESSARY BY THE FIELD INSPECTOR. P. A 10 -FOOT UNDISTURBED BUFFER SHALL BE PROVIDED AROUND THE OUTSIDE EDGE OF DRAINAGE FEATURES SUCH AS EPHEMERAL, INTERMITTANT AND PERENNIAL STREAMS, PONDS, AND WETLANDS. INCIDENTAL DRAINAGE IMPROVEMENTS OR REPAIRS WILL BE PERMITTED WITHIN THE BUFFER AS APPROVED BY CITY OF CHARLOTTE. Q. INSTALLATION OF TEMPORARY GROUND COVER OF SEEDING MUST BE PERFORMED WITHIN FIVE (5) WORKING DAYS OR SLOPE DRAINS INSTALLED AFTER FILL SLOPES ARE BROUGHT UP IN HEIGHT. R. PERMANENT TERRACES SHALL BE INSTALLED ON ALL SLOPES OVER 10 FEET IN HEIGHT TO REDUCE RUNOFF VELOCITY COMING DOWN THE SLOPES. S. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, JUNK AND OTHER ACCUMULATIONS. GRAPHIC SCALE 60 0 30 60 120 1 " = 60'-0„ 240 0 LDX-2011-00003 SOMEONE= Jay Wilson (704) 517-1152 SPECIAL NOTES: 1. SOIL TYPE: EXISTING SOIL = MkB, MeD, MO, Ur, MeB, IrB, W, WkD, WkB. 2. DOWNSTREAM CREEK: LAKE WYLIE 3. GROUNDCOVER SHALL BE PROVIDED ON EXPOSED SLOPES WITHIN 5 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 5 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. 4. CONTRACTOR TO SUBMIT EROSION CONTROL PLAN TO THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT FOR APPROVAL FOR ALL TOPSOIL AND SUBSOIL STOCKPILE LOCATIONS. IF THE SAME PERSON CONDUCTS THE LAND -DISTURBING ACTIVITY & ANY RELATED BORROW OR WASTE ACTIVITY, THE RELATED BORROW OR WASTE ACTIVITY SHALL CONSTITUTE PART OF THE LAND -DISTURBING ACTIVITY UNLESS THE BORROW OR WASTE ACTIVITY IS REGULATED UNDER THE MINING ACT OF 1971, OR IS A LANDFILL REGULATED BY THE DIVISION OF WASTE MANAGEMENT. IF THE LAND -DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND -DISTURBING ACTIVITIES AND MUST BE PERMITTED EITHER THRU THE SEDIMENTATION POLLUTION CONTROL ACT AS A ONE -USE BORROW SITE OR THROUGH THE MINING ACT. LIMITS OF CONSTRUCTION/ DISTURBANCE c ROCK CHECK DAM 0 SEE DETAIL 9/RG-511.1 NUMBER TEMPORARY CONSTRUCTION SHEET NUMBER ENTRANCE - SEE DETAIL 01-74lo-o 7/RG-511.1 TSD TEMPORARY SLOPE DRAIN -208.3 SEE DETAIL 5/RG-512.1 0 ROCK PIPE INLET PROTECTION Y SEE DETAIL 1/RG-512.1 STRAW WATTLE SEE DETAIL 3/RG-513.1 TOTAL DISTURBED AREA = 40.30 AC.(THIS PROJECT) EROSION CONTROL NOTES 1. BLOCK AND GRAVEL INLET PROTECTION. SEE DETAIL 1/RG-511.1. 2. TREE PROTECTION BARRICADE. SEE DETAIL 7/RG-512.1. 3. SILT FENCE. SEE DETAIL 8/RG-511.1. 4. TEMPORARY CONSTRUCTION ENTRANCE. SEE DETAIL 7/RG-511.1. 5. LIMITS OF CONSTRUCTION. 6. BAFFLE. SEE DETAIL 6/RG-511.1. 7. TEMPORARY DIVERSION DITCH. SEE DETAIL 4/RG-512.1. 8. ROCK CHECK DAM. SEE DETAIL 9/RG-511.1. 9. ROCK PIPE INLET PROTECTION. SEE DETAIL 1/RG-512.1 10. FAIRCLOTH SKIMMERS. SEE DETAIL 5/RG-511.1 11. 700 GRAMS PER SQ METER WOVEN CORE MATTING. SEE DETAIL 6/RG-512.1 12. TEMPORARY SLOPE DRAIN. SEE DETAIL 5/RG-512.1 13. STRAW WATTLES. SEE DETAIL 3/RG-513.1 14. STORM WATER IS TO BE DIVERTED TO SEDIMENT BASINS NUMBER 1 AND NUMBER 2 AND MAINTAINED THROUGHOUT GRADING OPERATIONS. GENERAL EROSION NOTESZMAINTENANCE NOTES A. NO ON-SITE BURIAL PIT WILL BE LOCATED ON THIS SITE. CONTRACTOR RESPONSIBLE FOR PROPER DISPOSAL OF DEBRIS. B. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY/STATE EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. C. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE CIN/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. D. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND INLET PROTECTION DEVICES WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50 % FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. E. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 6" DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. F. PERMANENT GROUND COVER MUST BE ESTABLISHED WITHIN THE PROPOSED DITCHES AND CHANNELS. ADDITIONAL MECHANICAL MEASURES WILL BE REQUIRED IF VEGETATIVE COVER CAN NOT BE ESTABLISHED AS PROPOSED. G. PROVIDE STRAW EROSION CONTROL BLANKET WITH BIODEGRADABLE NETTING & 0.5LBS/SQYD STRAW FIBER ON ALL SLOPES THAT ARE 3:1 OR STEEPER AND ARE NOT ALREADY SPECIFIED TO RECEIVE ANOTHER TYPE OF BLANKET. H. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. I. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY EROSION CONTROL INSPECTOR. J. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. K. ALL SLOPES MUST BE SEEDED WITHIN 5 CALENDAR DAYS. REFER TO EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS. L. CONTRACTOR TO ADJUST TEMPORARY SILT DITCHES AS NECESSARY TO CONVEY RUNOFF TO SEDIMENT BASIN THROUGH ALL PHASES OF CONSTRUCTION. M. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING (CLDS #30.16). N. POLYACRYLAMIDES (PAM) SHALL BE USED TO REDUCE TURBIDITY AND SUSPENDED SOLIDS WHENEVER A SEDIMENT TRAP, BASIN, PIT, HOLE OR BUILDING FOUNDATION IS BEING PUMPED OUT TO REMOVE SEDIMENT LADEN WATER. THIS ACTIVITY MUST BE INSPECTED AND APPROVED BY THE CITY OF CHARLOTTE EROSION CONTROL INSPECTOR. 0. DOUBLE SILT FENCE SHALL BE USED ALONG WETLANDS, STREAMS, LAKES OR OTHER SURFACE WATER BODIES AS WELL AS ADJACENT TO ALL S.W.I.M. BUFFERS. HIGH HAZARD SILT FENCE WILL BE INSTALLED AS DETERMINED NECESSARY BY THE FIELD INSPECTOR. P. A 10 -FOOT UNDISTURBED BUFFER SHALL BE PROVIDED AROUND THE OUTSIDE EDGE OF DRAINAGE FEATURES SUCH AS EPHEMERAL, INTERMITTANT AND PERENNIAL STREAMS, PONDS, AND WETLANDS. INCIDENTAL DRAINAGE IMPROVEMENTS OR REPAIRS WILL BE PERMITTED WITHIN THE BUFFER AS APPROVED BY CITY OF CHARLOTTE. Q. INSTALLATION OF TEMPORARY GROUND COVER OF SEEDING MUST BE PERFORMED WITHIN FIVE (5) WORKING DAYS OR SLOPE DRAINS INSTALLED AFTER FILL SLOPES ARE BROUGHT UP IN HEIGHT. R. PERMANENT TERRACES SHALL BE INSTALLED ON ALL SLOPES OVER 10 FEET IN HEIGHT TO REDUCE RUNOFF VELOCITY COMING DOWN THE SLOPES. S. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, JUNK AND OTHER ACCUMULATIONS. GRAPHIC SCALE 60 0 30 60 120 1 " = 60'-0„ 240 0 LDX-2011-00003 SOMEONE= Jay Wilson (704) 517-1152 SPECIAL NOTES: 1. SOIL TYPE: EXISTING SOIL = MkB, MeD, MO, Ur, MeB, IrB, W, WkD, WkB. 2. DOWNSTREAM CREEK: LAKE WYLIE 3. GROUNDCOVER SHALL BE PROVIDED ON EXPOSED SLOPES WITHIN 5 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 5 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. 4. CONTRACTOR TO SUBMIT EROSION CONTROL PLAN TO THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT FOR APPROVAL FOR ALL TOPSOIL AND SUBSOIL STOCKPILE LOCATIONS. IF THE SAME PERSON CONDUCTS THE LAND -DISTURBING ACTIVITY & ANY RELATED BORROW OR WASTE ACTIVITY, THE RELATED BORROW OR WASTE ACTIVITY SHALL CONSTITUTE PART OF THE LAND -DISTURBING ACTIVITY UNLESS THE BORROW OR WASTE ACTIVITY IS REGULATED UNDER THE MINING ACT OF 1971, OR IS A LANDFILL REGULATED BY THE DIVISION OF WASTE MANAGEMENT. IF THE LAND -DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND -DISTURBING ACTIVITIES AND MUST BE PERMITTED EITHER THRU THE SEDIMENTATION POLLUTION CONTROL ACT AS A ONE -USE BORROW SITE OR THROUGH THE MINING ACT. 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